2025-02-19T08:47:31+00:00
2025-02-19T08:47:31+00:00
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granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
Addendum
A
d
d
e
n
d
u
m
1
1
API
A
P
I
Specification
S
p
e
c
i
f
i
c
a
t
i
o
n
for
f
o
r
Umbilicals
U
m
b
i
l
i
c
a
l
s
API
A
P
I
publications
p
u
b
l
i
c
a
t
i
o
n
s
necessarily
n
e
c
e
s
s
a
r
i
l
y
address
a
d
d
r
e
s
s
problems
p
r
o
b
l
e
m
s
of
o
f
a
a
general
g
e
n
e
r
a
l
nature.
n
a
t
u
r
e
.
With
W
i
t
h
respect
r
e
s
p
e
c
t
to
t
o
particular
p
a
r
t
i
c
u
l
a
r
circumstances,
c
i
r
c
u
m
s
t
a
n
c
e
s
,
local,
l
o
c
a
l
,
State,
S
t
a
t
e
,
and
a
n
d
federal
f
e
d
e
r
a
l
laws
l
a
w
s
and
a
n
d
regulations
r
e
g
u
l
a
t
i
o
n
s
should
s
h
o
u
l
d
be
b
e
reviewed.
r
e
v
i
e
w
e
d
.
Neither
N
e
i
t
h
e
r
API
A
P
I
nor
n
o
r
any
a
n
y
of
o
f
API's
A
P
I
'
s
employees,
e
m
p
l
o
y
e
e
s
,
subcontractors,
s
u
b
c
o
n
t
r
a
c
t
o
r
s
,
consultants,
c
o
n
s
u
l
t
a
n
t
s
,
committees,
c
o
m
m
i
t
t
e
e
s
,
or
o
r
other
o
t
h
e
r
assignees
a
s
s
i
g
n
e
e
s
make
m
a
k
e
any
a
n
y
warranty
w
a
r
r
a
n
t
y
or
o
r
representation,
r
e
p
r
e
s
e
n
t
a
t
i
o
n
,
either
e
i
t
h
e
r
express
e
x
p
r
e
s
s
or
o
r
implied,
i
m
p
l
i
e
d
,
with
w
i
t
h
respect
r
e
s
p
e
c
t
to
t
o
the
t
h
e
accuracy,
a
c
c
u
r
a
c
y
,
completeness,
c
o
m
p
l
e
t
e
n
e
s
s
,
or
o
r
usefulness
u
s
e
f
u
l
n
e
s
s
of
o
f
the
t
h
e
information
i
n
f
o
r
m
a
t
i
o
n
contained
c
o
n
t
a
i
n
e
d
herein,
h
e
r
e
i
n
,
or
o
r
assumeanyliability
a
s
s
u
m
e
a
n
y
l
i
a
b
i
l
i
t
y
or
o
r
responsibility
r
e
s
p
o
n
s
i
b
i
l
i
t
y
for
f
o
r
any
a
n
y
use,
u
s
e
,
or
o
r
the
t
h
e
results
r
e
s
u
l
t
s
of
o
f
such
s
u
c
h
use,
u
s
e
,
of
o
f
any
a
n
y
information
i
n
f
o
r
m
a
t
i
o
n
or
o
r
process
p
r
o
c
e
s
s
disclosed
d
i
s
c
l
o
s
e
d
in
i
n
this
t
h
i
s
publication.
p
u
b
l
i
c
a
t
i
o
n
.
Neither
N
e
i
t
h
e
r
API
A
P
I
nor
n
o
r
any
a
n
y
of
o
f
API's
A
P
I
'
s
employees,
e
m
p
l
o
y
e
e
s
,
subcontractors,
s
u
b
c
o
n
t
r
a
c
t
o
r
s
,
consultants,
c
o
n
s
u
l
t
a
n
t
s
,
or
o
r
other
o
t
h
e
r
assignees
a
s
s
i
g
n
e
e
s
represent
r
e
p
r
e
s
e
n
t
that
t
h
a
t
use
u
s
e
of
o
f
this
t
h
i
s
publication
p
u
b
l
i
c
a
t
i
o
n
would
w
o
u
l
d
not
n
o
t
infringe
i
n
f
r
i
n
g
e
upon
u
p
o
n
privately
p
r
i
v
a
t
e
l
y
owned
o
w
n
e
d
rights.
r
i
g
h
t
s
.
API
A
P
I
publications
p
u
b
l
i
c
a
t
i
o
n
s
may
m
a
y
be
b
e
used
u
s
e
d
by
b
y
anyone
a
n
y
o
n
e
desiring
d
e
s
i
r
i
n
g
to
t
o
do
d
o
so.
s
o
.
Every
E
v
e
r
y
eDort
e
D
o
r
t
has
h
a
s
been
b
e
e
n
made
m
a
d
e
by
b
y
the
t
h
e
Institute
I
n
s
t
i
t
u
t
e
to
t
o
assure
a
s
s
u
r
e
the
t
h
e
accuracy
a
c
c
u
r
a
c
y
and
a
n
d
reliability
r
e
l
i
a
b
i
l
i
t
y
of
o
f
the
t
h
e
data
d
a
t
a
contained
c
o
n
t
a
i
n
e
d
in
i
n
them;
t
h
e
m
;
however,
h
o
w
e
v
e
r
,
the
t
h
e
Institute
I
n
s
t
i
t
u
t
e
makes
m
a
k
e
s
no
n
o
representation,
r
e
p
r
e
s
e
n
t
a
t
i
o
n
,
warranty,
w
a
r
r
a
n
t
y
,
or
o
r
guarantee
g
u
a
r
a
n
t
e
e
in
i
n
connection
c
o
n
n
e
c
t
i
o
n
with
w
i
t
h
this
t
h
i
s
publication
p
u
b
l
i
c
a
t
i
o
n
and
a
n
d
hereby
h
e
r
e
b
y
expressly
e
x
p
r
e
s
s
l
y
disclaims
d
i
s
c
l
a
i
m
s
any
a
n
y
liability
l
i
a
b
i
l
i
t
y
or
o
r
responsibility
r
e
s
p
o
n
s
i
b
i
l
i
t
y
for
f
o
r
loss
l
o
s
s
or
o
r
damage
d
a
m
a
g
e
resulting
r
e
s
u
l
t
i
n
g
from
f
r
o
m
its
i
t
s
use
u
s
e
or
o
r
for
f
o
r
the
t
h
e
violation
v
i
o
l
a
t
i
o
n
of
o
f
any
a
n
y
authorities
a
u
t
h
o
r
i
t
i
e
s
having
h
a
v
i
n
g
jurisdiction
j
u
r
i
s
d
i
c
t
i
o
n
with
w
i
t
h
which
w
h
i
c
h
this
t
h
i
s
publication
p
u
b
l
i
c
a
t
i
o
n
may
m
a
y
conflict.
c
o
n
fl
i
c
t
.
API
A
P
I
publications
p
u
b
l
i
c
a
t
i
o
n
s
are
a
r
e
published
p
u
b
l
i
s
h
e
d
to
t
o
facilitate
f
a
c
i
l
i
t
a
t
e
the
t
h
e
broad
b
r
o
a
d
availability
a
v
a
i
l
a
b
i
l
i
t
y
of
o
f
proven,
p
r
o
v
e
n
,
sound
s
o
u
n
d
engineering
e
n
g
i
n
e
e
r
i
n
g
and
a
n
d
operating
o
p
e
r
a
t
i
n
g
practices.
p
r
a
c
t
i
c
e
s
.
These
T
h
e
s
e
publications
p
u
b
l
i
c
a
t
i
o
n
s
are
a
r
e
not
n
o
t
intended
i
n
t
e
n
d
e
d
to
t
o
obviate
o
b
v
i
a
t
e
the
t
h
e
need
n
e
e
d
for
f
o
r
applying
a
p
p
l
y
i
n
g
sound
s
o
u
n
d
engineering
e
n
g
i
n
e
e
r
i
n
g
judgment
j
u
d
g
m
e
n
t
regarding
r
e
g
a
r
d
i
n
g
when
w
h
e
n
and
a
n
d
where
w
h
e
r
e
these
t
h
e
s
e
publications
p
u
b
l
i
c
a
t
i
o
n
s
should
s
h
o
u
l
d
be
b
e
utilized.
u
t
i
l
i
z
e
d
.
The
T
h
e
formulation
f
o
r
m
u
l
a
t
i
o
n
and
a
n
d
publication
p
u
b
l
i
c
a
t
i
o
n
of
o
f
API
A
P
I
publications
p
u
b
l
i
c
a
t
i
o
n
s
is
i
s
not
n
o
t
intended
i
n
t
e
n
d
e
d
in
i
n
any
a
n
y
way
w
a
y
to
t
o
inhibit
i
n
h
i
b
i
t
anyone
a
n
y
o
n
e
from
f
r
o
m
using
u
s
i
n
g
any
a
n
y
other
o
t
h
e
r
practices.
p
r
a
c
t
i
c
e
s
.
Any
A
n
y
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
marking
m
a
r
k
i
n
g
equipment
e
q
u
i
p
m
e
n
t
or
o
r
materials
m
a
t
e
r
i
a
l
s
in
i
n
conformance
c
o
n
f
o
r
m
a
n
c
e
with
w
i
t
h
the
t
h
e
marking
m
a
r
k
i
n
g
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
an
a
n
API
A
P
I
standard
s
t
a
n
d
a
r
d
is
i
s
solely
s
o
l
e
l
y
responsible
r
e
s
p
o
n
s
i
b
l
e
for
f
o
r
complying
c
o
m
p
l
y
i
n
g
with
w
i
t
h
all
a
l
l
the
t
h
e
applicable
a
p
p
l
i
c
a
b
l
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
that
t
h
a
t
standard.
s
t
a
n
d
a
r
d
.
API
A
P
I
does
d
o
e
s
not
n
o
t
represent,
r
e
p
r
e
s
e
n
t
,
warrant,
w
a
r
r
a
n
t
,
or
o
r
guarantee
g
u
a
r
a
n
t
e
e
that
t
h
a
t
such
s
u
c
h
products
p
r
o
d
u
c
t
s
do
d
o
in
i
n
fact
f
a
c
t
conform
c
o
n
f
o
r
m
to
t
o
the
t
h
e
applicable
a
p
p
l
i
c
a
b
l
e
API
A
P
I
standard
s
t
a
n
d
a
r
d
4
4
Functional
F
u
n
c
t
i
o
n
a
l
Requirements
R
e
q
u
i
r
e
m
e
n
t
s
4.1
4
.
1
General
G
e
n
e
r
a
l
Requirements
R
e
q
u
i
r
e
m
e
n
t
s
4.1.1
4
.
1
.
1
Umbilical
U
m
b
i
l
i
c
a
l
The
T
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
and
a
n
d
its
i
t
s
constituent
c
o
n
s
t
i
t
u
e
n
t
components,
c
o
m
p
o
n
e
n
t
s
,
shall
s
h
a
l
l
have
h
a
v
e
the
t
h
e
following
f
o
l
l
o
w
i
n
g
characteristics:
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
:
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
withstanding
w
i
t
h
s
t
a
n
d
i
n
g
specified
s
p
e
c
i
fi
e
d
design
d
e
s
i
g
n
loads
l
o
a
d
s
and
a
n
d
load
l
o
a
d
combinations,
c
o
m
b
i
n
a
t
i
o
n
s
,
and
a
n
d
perform
p
e
r
f
o
r
m
its
i
t
s
function
f
u
n
c
t
i
o
n
for
f
o
r
the
t
h
e
specified
s
p
e
c
i
fi
e
d
design
d
e
s
i
g
n
life;
l
i
f
e
;
-
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
storage
s
t
o
r
a
g
e
and
a
n
d
operation
o
p
e
r
a
t
i
o
n
at
a
t
the
t
h
e
specified
s
p
e
c
i
fi
e
d
temperatures
t
e
m
p
e
r
a
t
u
r
e
s
during
d
u
r
i
n
g
the
t
h
e
design
d
e
s
i
g
n
life:
l
i
f
e
:
-
be
b
e
composed
c
o
m
p
o
s
e
d
of
o
f
materials
m
a
t
e
r
i
a
l
s
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
the
t
h
e
environment
e
n
v
i
r
o
n
m
e
n
t
to
t
o
which
w
h
i
c
h
they
t
h
e
y
are
a
r
e
exposed,
e
x
p
o
s
e
d
,
including
i
n
c
l
u
d
i
n
g
permeating
p
e
r
m
e
a
t
i
n
g
fluids,
fl
u
i
d
s
,
and
a
n
d
in
i
n
conformance
c
o
n
f
o
r
m
a
n
c
e
with
w
i
t
h
the
t
h
e
corrosion
c
o
r
r
o
s
i
o
n
control
c
o
n
t
r
o
l
and
a
n
d
compatibility
c
o
m
p
a
t
i
b
i
l
i
t
y
requirements;
r
e
q
u
i
r
e
m
e
n
t
s
;
-
where
w
h
e
r
e
applicable,
a
p
p
l
i
c
a
b
l
e
,
have
h
a
v
e
electric
e
l
e
c
t
r
i
c
cables
c
a
b
l
e
s
capable
c
a
p
a
b
l
e
of
o
f
transmitting
t
r
a
n
s
m
i
t
t
i
n
g
power
p
o
w
e
r
and
a
n
d
signals
s
i
g
n
a
l
s
with
w
i
t
h
the
t
h
e
required
r
e
q
u
i
r
e
d
characteristics;
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
;
-
where
w
h
e
r
e
applicable,
a
p
p
l
i
c
a
b
l
e
,
have
h
a
v
e
optical
o
p
t
i
c
a
l
fibers
fi
b
e
r
s
capable
c
a
p
a
b
l
e
of
o
f
transmitting
t
r
a
n
s
m
i
t
t
i
n
g
signals
s
i
g
n
a
l
s
at
a
t
the
t
h
e
required
r
e
q
u
i
r
e
d
wavelengths
w
a
v
e
l
e
n
g
t
h
s
within
w
i
t
h
i
n
the
t
h
e
attenuation
a
t
t
e
n
u
a
t
i
o
n
specified;
s
p
e
c
i
fi
e
d
;
-
where
w
h
e
r
e
applicable,
a
p
p
l
i
c
a
b
l
e
,
have
h
a
v
e
hoses
h
o
s
e
s
and/or
a
n
d
/
o
r
tubes
t
u
b
e
s
capable
c
a
p
a
b
l
e
of
o
f
conveying
c
o
n
v
e
y
i
n
g
fluids
fl
u
i
d
s
at
a
t
the
t
h
e
required
r
e
q
u
i
r
e
d
flow
fl
o
w
rate,
r
a
t
e
,
pressure,
p
r
e
s
s
u
r
e
,
temperature,
t
e
m
p
e
r
a
t
u
r
e
,
and
a
n
d
cleanliness
c
l
e
a
n
l
i
n
e
s
s
levels:
l
e
v
e
l
s
:
-
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
venting,
v
e
n
t
i
n
g
,
in
i
n
a
a
controlled
c
o
n
t
r
o
l
l
e
d
manner,
m
a
n
n
e
r
,
if
i
f
permeation
p
e
r
m
e
a
t
i
o
n
through
t
h
r
o
u
g
h
components
c
o
m
p
o
n
e
n
t
s
can
c
a
n
occur;
o
c
c
u
r
;
-
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
being
b
e
i
n
g
installed,
i
n
s
t
a
l
l
e
d
,
recovered,
r
e
c
o
v
e
r
e
d
,
and
a
n
d
reinstalled
r
e
i
n
s
t
a
l
l
e
d
as
a
s
defined
d
e
fi
n
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification;
s
p
e
c
i
fi
c
a
t
i
o
n
;
-
for
f
o
r
dynamic
d
y
n
a
m
i
c
umbilicals,
u
m
b
i
l
i
c
a
l
s
,
the
t
h
e
dynamic
d
y
n
a
m
i
c
section
s
e
c
t
i
o
n
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
shall
s
h
a
l
l
be
b
e
fabricated
f
a
b
r
i
c
a
t
e
d
in
i
n
one
o
n
e
continuous
c
o
n
t
i
n
u
o
u
s
length.
l
e
n
g
t
h
.
4.1.2
4
.
1
.
2
End
E
n
d
Terminations
T
e
r
m
i
n
a
t
i
o
n
s
and
a
n
d
Ancillary
A
n
c
i
l
l
a
r
y
Equipment
E
q
u
i
p
m
e
n
t
End
E
n
d
terminations
t
e
r
m
i
n
a
t
i
o
n
s
and
a
n
d
ancillary
a
n
c
i
l
l
a
r
y
equipment
e
q
u
i
p
m
e
n
t
shall,
s
h
a
l
l
,
at
a
t
a
a
minimum,
m
i
n
i
m
u
m
,
meet
m
e
e
t
the
t
h
e
same
s
a
m
e
functional
f
u
n
c
t
i
o
n
a
l
requirements
r
e
q
u
i
r
e
m
e
n
t
s
as
a
s
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
If
I
f
applicable,
a
p
p
l
i
c
a
b
l
e
,
the
t
h
e
following
f
o
l
l
o
w
i
n
g
shall
s
h
a
l
l
be
b
e
demonstrated:
d
e
m
o
n
s
t
r
a
t
e
d
:
-
The
T
h
e
end
e
n
d
termination
t
e
r
m
i
n
a
t
i
o
n
shall
s
h
a
l
l
provide
p
r
o
v
i
d
e
a
a
structural
s
t
r
u
c
t
u
r
a
l
interface
i
n
t
e
r
f
a
c
e
between
b
e
t
w
e
e
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
and
a
n
d
the
t
h
e
support
s
u
p
p
o
r
t
structure.
s
t
r
u
c
t
u
r
e
.
-
The
T
h
e
end
e
n
d
termination
t
e
r
m
i
n
a
t
i
o
n
can
c
a
n
provide
p
r
o
v
i
d
e
a
a
structural
s
t
r
u
c
t
u
r
a
l
interface
i
n
t
e
r
f
a
c
e
between
b
e
t
w
e
e
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
and
a
n
d
bend
b
e
n
d
restrictor/bend
r
e
s
t
r
i
c
t
o
r
/
b
e
n
d
stiDener
s
t
i
D
e
n
e
r
device.
d
e
v
i
c
e
.
-
The
T
h
e
end
e
n
d
termination
t
e
r
m
i
n
a
t
i
o
n
shall
s
h
a
l
l
not
n
o
t
downgrade
d
o
w
n
g
r
a
d
e
the
t
h
e
service
s
e
r
v
i
c
e
life
l
i
f
e
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
or
o
r
the
t
h
e
system
s
y
s
t
e
m
performance
p
e
r
f
o
r
m
a
n
c
e
below
b
e
l
o
w
the
t
h
e
functional
f
u
n
c
t
i
o
n
a
l
requirements.
r
e
q
u
i
r
e
m
e
n
t
s
.
-
Cathodic
C
a
t
h
o
d
i
c
protection
p
r
o
t
e
c
t
i
o
n
shall
s
h
a
l
l
meet
m
e
e
t
the
t
h
e
design
d
e
s
i
g
n
life
l
i
f
e
requirement.
r
e
q
u
i
r
e
m
e
n
t
.
-
Contingency
C
o
n
t
i
n
g
e
n
c
y
or
o
r
planned
p
l
a
n
n
e
d
recovery
r
e
c
o
v
e
r
y
of
o
f
the
t
h
e
end
e
n
d
termination
t
e
r
m
i
n
a
t
i
o
n
to
t
o
the
t
h
e
surface
s
u
r
f
a
c
e
during
d
u
r
i
n
g
installation
i
n
s
t
a
l
l
a
t
i
o
n
shall
s
h
a
l
l
not
n
o
t
downgrade
d
o
w
n
g
r
a
d
e
the
t
h
e
service
s
e
r
v
i
c
e
life
l
i
f
e
or
o
r
system
s
y
s
t
e
m
performance
p
e
r
f
o
r
m
a
n
c
e
of
o
f
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
-
The
T
h
e
materials
m
a
t
e
r
i
a
l
s
in
i
n
the
t
h
e
end
e
n
d
terminations
t
e
r
m
i
n
a
t
i
o
n
s
shall
s
h
a
l
l
be
b
e
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
any
a
n
y
specified
s
p
e
c
i
fi
e
d
fluids
fl
u
i
d
s
with
w
i
t
h
which
w
h
i
c
h
they
t
h
e
y
come
c
o
m
e
into
i
n
t
o
contact
c
o
n
t
a
c
t
(including
(
i
n
c
l
u
d
i
n
g
potential
p
o
t
e
n
t
i
a
l
permeation).
p
e
r
m
e
a
t
i
o
n
)
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
4.2
4
.
2
Project-specific
P
r
o
j
e
c
t
-
s
p
e
c
i
fi
c
Requirements
R
e
q
u
i
r
e
m
e
n
t
s
The
T
h
e
purchaser
p
u
r
c
h
a
s
e
r
shall
s
h
a
l
l
specify
s
p
e
c
i
f
y
the
t
h
e
functional
f
u
n
c
t
i
o
n
a
l
requirements
r
e
q
u
i
r
e
m
e
n
t
s
for
f
o
r
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
NOTE
N
O
T
E
1:
1
:
Functional
F
u
n
c
t
i
o
n
a
l
requirements
r
e
q
u
i
r
e
m
e
n
t
s
neither
n
e
i
t
h
e
r
specifically
s
p
e
c
i
fi
c
a
l
l
y
required
r
e
q
u
i
r
e
d
nor
n
o
r
specified
s
p
e
c
i
fi
e
d
by
b
y
the
t
h
e
purchaser,
p
u
r
c
h
a
s
e
r
,
but
b
u
t
that
t
h
a
t
can
c
a
n
aDect
a
D
e
c
t
the
t
h
e
design,
d
e
s
i
g
n
,
materials,
m
a
t
e
r
i
a
l
s
,
manufacturing,
m
a
n
u
f
a
c
t
u
r
i
n
g
,
testing,
t
e
s
t
i
n
g
,
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
and
a
n
d
operation
o
p
e
r
a
t
i
o
n
of
o
f
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
shall
s
h
a
l
l
be
b
e
specified
s
p
e
c
i
fi
e
d
by
b
y
the
t
h
e
manufacturer.
m
a
n
u
f
a
c
t
u
r
e
r
.
If
I
f
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
does
d
o
e
s
not
n
o
t
specify
s
p
e
c
i
f
y
a
a
requirement
r
e
q
u
i
r
e
m
e
n
t
and
a
n
d
its
i
t
s
absence
a
b
s
e
n
c
e
does
d
o
e
s
not
n
o
t
aDect
a
D
e
c
t
any
a
n
y
of
o
f
these
t
h
e
s
e
activities,
a
c
t
i
v
i
t
i
e
s
,
the
t
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
may
m
a
y
assume
a
s
s
u
m
e
there
t
h
e
r
e
is
i
s
no
n
o
requirement.
r
e
q
u
i
r
e
m
e
n
t
.
NOTE
N
O
T
E
2:
2
:
An
A
n
example
e
x
a
m
p
l
e
of
o
f
a
a
project
p
r
o
j
e
c
t
functional
f
u
n
c
t
i
o
n
a
l
specification
s
p
e
c
i
fi
c
a
t
i
o
n
can
c
a
n
be
b
e
found
f
o
u
n
d
in
i
n
Annex
A
n
n
e
x
B.
B
.
5
5
Safety,
S
a
f
e
t
y
,
Design,
D
e
s
i
g
n
,
and
a
n
d
Testing
T
e
s
t
i
n
g
Philosophy
P
h
i
l
o
s
o
p
h
y
5.1
5
.
1
Application
A
p
p
l
i
c
a
t
i
o
n
Section
S
e
c
t
i
o
n
5
5
shall
s
h
a
l
l
apply
a
p
p
l
y
to
t
o
umbilical
u
m
b
i
l
i
c
a
l
systems,
s
y
s
t
e
m
s
,
including
i
n
c
l
u
d
i
n
g
umbilicals,
u
m
b
i
l
i
c
a
l
s
,
terminations,
t
e
r
m
i
n
a
t
i
o
n
s
,
and
a
n
d
auxiliary
a
u
x
i
l
i
a
r
y
equipment
e
q
u
i
p
m
e
n
t
that
t
h
a
t
are
a
r
e
built
b
u
i
l
t
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
this
t
h
i
s
document.
d
o
c
u
m
e
n
t
.
5.2
5
.
2
Safety
S
a
f
e
t
y
Objective
O
b
j
e
c
t
i
v
e
An
A
n
overall
o
v
e
r
a
l
l
safety
s
a
f
e
t
y
objective
o
b
j
e
c
t
i
v
e
shall
s
h
a
l
l
be
b
e
established,
e
s
t
a
b
l
i
s
h
e
d
,
planned,
p
l
a
n
n
e
d
,
and
a
n
d
implemented,
i
m
p
l
e
m
e
n
t
e
d
,
covering
c
o
v
e
r
i
n
g
all
a
l
l
phases
p
h
a
s
e
s
from
f
r
o
m
conceptual
c
o
n
c
e
p
t
u
a
l
development
d
e
v
e
l
o
p
m
e
n
t
until
u
n
t
i
l
retrieval
r
e
t
r
i
e
v
a
l
or
o
r
abandonment.
a
b
a
n
d
o
n
m
e
n
t
.
All
A
l
l
companies
c
o
m
p
a
n
i
e
s
have
h
a
v
e
policies
p
o
l
i
c
i
e
s
regarding
r
e
g
a
r
d
i
n
g
human
h
u
m
a
n
aspects
a
s
p
e
c
t
s
and
a
n
d
environment
e
n
v
i
r
o
n
m
e
n
t
issues.
i
s
s
u
e
s
.
These
T
h
e
s
e
are
a
r
e
typically
t
y
p
i
c
a
l
l
y
on
o
n
an
a
n
overall
o
v
e
r
a
l
l
level,
l
e
v
e
l
,
but
b
u
t
more
m
o
r
e
detailed
d
e
t
a
i
l
e
d
objectives
o
b
j
e
c
t
i
v
e
s
and
a
n
d
requirements
r
e
q
u
i
r
e
m
e
n
t
s
in
i
n
specific
s
p
e
c
i
fi
c
areas
a
r
e
a
s
can
c
a
n
follow
f
o
l
l
o
w
them.
t
h
e
m
.
These
T
h
e
s
e
policies
p
o
l
i
c
i
e
s
should
s
h
o
u
l
d
be
b
e
used
u
s
e
d
as
a
s
a
a
basis
b
a
s
i
s
for
f
o
r
defining
d
e
fi
n
i
n
g
the
t
h
e
safety
s
a
f
e
t
y
objective
o
b
j
e
c
t
i
v
e
for
f
o
r
a
a
specified
s
p
e
c
i
fi
e
d
umbilical
u
m
b
i
l
i
c
a
l
system.
s
y
s
t
e
m
.
5.3
5
.
3
Systematic
S
y
s
t
e
m
a
t
i
c
Review
R
e
v
i
e
w
A
A
systematic
s
y
s
t
e
m
a
t
i
c
review
r
e
v
i
e
w
or
o
r
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
be
b
e
carried
c
a
r
r
i
e
d
out
o
u
t
for
f
o
r
all
a
l
l
phases
p
h
a
s
e
s
(e.g.
(
e
.
g
.
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
load-out,
l
o
a
d
-
o
u
t
,
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
and
a
n
d
operation)
o
p
e
r
a
t
i
o
n
)
in
i
n
order
o
r
d
e
r
to
t
o
identify
i
d
e
n
t
i
f
y
and
a
n
d
evaluate
e
v
a
l
u
a
t
e
the
t
h
e
consequences
c
o
n
s
e
q
u
e
n
c
e
s
of
o
f
single
s
i
n
g
l
e
failures
f
a
i
l
u
r
e
s
and
a
n
d
series
s
e
r
i
e
s
of
o
f
failures
f
a
i
l
u
r
e
s
in
i
n
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
such
s
u
c
h
that
t
h
a
t
necessary
n
e
c
e
s
s
a
r
y
remedial
r
e
m
e
d
i
a
l
measures
m
e
a
s
u
r
e
s
can
c
a
n
be
b
e
taken.
t
a
k
e
n
.
The
T
h
e
operator
o
p
e
r
a
t
o
r
shall
s
h
a
l
l
determine
d
e
t
e
r
m
i
n
e
the
t
h
e
extent
e
x
t
e
n
t
of
o
f
risk
r
i
s
k
assessments
a
s
s
e
s
s
m
e
n
t
s
and
a
n
d
the
t
h
e
risk
r
i
s
k
assessment
a
s
s
e
s
s
m
e
n
t
methods,
m
e
t
h
o
d
s
,
and
a
n
d
it
i
t
should
s
h
o
u
l
d
be
b
e
the
t
h
e
operator's
o
p
e
r
a
t
o
r
'
s
responsibility
r
e
s
p
o
n
s
i
b
i
l
i
t
y
to
t
o
perform
p
e
r
f
o
r
m
the
t
h
e
systematic
s
y
s
t
e
m
a
t
i
c
review.
r
e
v
i
e
w
.
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5.4
5
.
4
Fundamental
F
u
n
d
a
m
e
n
t
a
l
Requirements
R
e
q
u
i
r
e
m
e
n
t
s
5.4.1
5
.
4
.
1
General
G
e
n
e
r
a
l
The
T
h
e
following
f
o
l
l
o
w
i
n
g
fundamental
f
u
n
d
a
m
e
n
t
a
l
requirements
r
e
q
u
i
r
e
m
e
n
t
s
shall
s
h
a
l
l
apply:
a
p
p
l
y
:
-
The
T
h
e
materials
m
a
t
e
r
i
a
l
s
and
a
n
d
products
p
r
o
d
u
c
t
s
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
this
t
h
i
s
document
d
o
c
u
m
e
n
t
or
o
r
in
i
n
the
t
h
e
relevant
r
e
l
e
v
a
n
t
material
m
a
t
e
r
i
a
l
or
o
r
product
p
r
o
d
u
c
t
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
-
Adequate
A
d
e
q
u
a
t
e
supervision
s
u
p
e
r
v
i
s
i
o
n
and
a
n
d
quality
q
u
a
l
i
t
y
control
c
o
n
t
r
o
l
shall
s
h
a
l
l
be
b
e
provided
p
r
o
v
i
d
e
d
during
d
u
r
i
n
g
manufacture
m
a
n
u
f
a
c
t
u
r
e
and
a
n
d
fabrication.
f
a
b
r
i
c
a
t
i
o
n
.
-
Manufacture,
M
a
n
u
f
a
c
t
u
r
e
,
fabrication,
f
a
b
r
i
c
a
t
i
o
n
,
handling,
h
a
n
d
l
i
n
g
,
transportation,
t
r
a
n
s
p
o
r
t
a
t
i
o
n
,
and
a
n
d
operation
o
p
e
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
carried
c
a
r
r
i
e
d
out
o
u
t
by
b
y
personnel
p
e
r
s
o
n
n
e
l
having
h
a
v
i
n
g
the
t
h
e
appropriate
a
p
p
r
o
p
r
i
a
t
e
skill
s
k
i
l
l
and
a
n
d
experience.
e
x
p
e
r
i
e
n
c
e
.
Reference
R
e
f
e
r
e
n
c
e
is
i
s
made
m
a
d
e
to
t
o
recognized
r
e
c
o
g
n
i
z
e
d
standards
s
t
a
n
d
a
r
d
s
for
f
o
r
personnel
p
e
r
s
o
n
n
e
l
qualifications.
q
u
a
l
i
fi
c
a
t
i
o
n
s
.
-
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
shall
s
h
a
l
l
be
b
e
adequately
a
d
e
q
u
a
t
e
l
y
maintained,
m
a
i
n
t
a
i
n
e
d
,
including
i
n
c
l
u
d
i
n
g
inspection
i
n
s
p
e
c
t
i
o
n
and
a
n
d
preservation
p
r
e
s
e
r
v
a
t
i
o
n
when
w
h
e
n
applicable.
a
p
p
l
i
c
a
b
l
e
.
-
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
shall
s
h
a
l
l
be
b
e
operated
o
p
e
r
a
t
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
design
d
e
s
i
g
n
basis
b
a
s
i
s
and
a
n
d
the
t
h
e
installation
i
n
s
t
a
l
l
a
t
i
o
n
and
a
n
d
operating
o
p
e
r
a
t
i
n
g
manuals.
m
a
n
u
a
l
s
.
-
Design
D
e
s
i
g
n
reviews
r
e
v
i
e
w
s
shall
s
h
a
l
l
be
b
e
carried
c
a
r
r
i
e
d
out
o
u
t
where
w
h
e
r
e
all
a
l
l
contributing
c
o
n
t
r
i
b
u
t
i
n
g
and
a
n
d
aDected
a
D
e
c
t
e
d
disciplines
d
i
s
c
i
p
l
i
n
e
s
(professional
(
p
r
o
f
e
s
s
i
o
n
a
l
sectors)
s
e
c
t
o
r
s
)
are
a
r
e
included
i
n
c
l
u
d
e
d
to
t
o
identify
i
d
e
n
t
i
f
y
and
a
n
d
solve
s
o
l
v
e
any
a
n
y
problems.
p
r
o
b
l
e
m
s
.
-
Verification
V
e
r
i
fi
c
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
check
c
h
e
c
k
compliance
c
o
m
p
l
i
a
n
c
e
with
w
i
t
h
provisions
p
r
o
v
i
s
i
o
n
s
contained
c
o
n
t
a
i
n
e
d
herein,
h
e
r
e
i
n
,
in
i
n
addition
a
d
d
i
t
i
o
n
to
t
o
purchaser
p
u
r
c
h
a
s
e
r
requirements
r
e
q
u
i
r
e
m
e
n
t
s
and
a
n
d
national
n
a
t
i
o
n
a
l
and
a
n
d
international
i
n
t
e
r
n
a
t
i
o
n
a
l
regulations.
r
e
g
u
l
a
t
i
o
n
s
.
The
T
h
e
extent
e
x
t
e
n
t
of
o
f
the
t
h
e
verification
v
e
r
i
fi
c
a
t
i
o
n
and
a
n
d
the
t
h
e
verification
v
e
r
i
fi
c
a
t
i
o
n
method
m
e
t
h
o
d
in
i
n
the
t
h
e
various
v
a
r
i
o
u
s
phases,
p
h
a
s
e
s
,
including
i
n
c
l
u
d
i
n
g
design
d
e
s
i
g
n
and
a
n
d
fabrication,
f
a
b
r
i
c
a
t
i
o
n
,
shall
s
h
a
l
l
be
b
e
agreed
a
g
r
e
e
d
with
w
i
t
h
the
t
h
e
purchaser.
p
u
r
c
h
a
s
e
r
.
At
A
t
a
a
minimum,
m
i
n
i
m
u
m
,
the
t
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
shall
s
h
a
l
l
issue
i
s
s
u
e
an
a
n
inspection
i
n
s
p
e
c
t
i
o
n
and
a
n
d
test
t
e
s
t
plan
p
l
a
n
with
w
i
t
h
planned
p
l
a
n
n
e
d
surveillance
s
u
r
v
e
i
l
l
a
n
c
e
and
a
n
d
QC,
Q
C
,
and
a
n
d
shall
s
h
a
l
l
issue
i
s
s
u
e
this
t
h
i
s
to
t
o
the
t
h
e
purchaser.
p
u
r
c
h
a
s
e
r
.
The
T
h
e
inspection
i
n
s
p
e
c
t
i
o
n
and
a
n
d
test
t
e
s
t
plan
p
l
a
n
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
plans
p
l
a
n
s
for
f
o
r
sub-supplier
s
u
b
-
s
u
p
p
l
i
e
r
and
a
n
d
subcontractor
s
u
b
c
o
n
t
r
a
c
t
o
r
activities
a
c
t
i
v
i
t
i
e
s
when
w
h
e
n
applicable.
a
p
p
l
i
c
a
b
l
e
.
5.4.2
5
.
4
.
2
Quality
Q
u
a
l
i
t
y
Assurance
A
s
s
u
r
a
n
c
e
Equipment
E
q
u
i
p
m
e
n
t
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
this
t
h
i
s
document
d
o
c
u
m
e
n
t
shall
s
h
a
l
l
conform
c
o
n
f
o
r
m
to
t
o
a
a
certified
c
e
r
t
i
fi
e
d
quality
q
u
a
l
i
t
y
assurance
a
s
s
u
r
a
n
c
e
program.
p
r
o
g
r
a
m
.
The
T
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
shall
s
h
a
l
l
develop
d
e
v
e
l
o
p
written
w
r
i
t
t
e
n
specifications
s
p
e
c
i
fi
c
a
t
i
o
n
s
that
t
h
a
t
describe
d
e
s
c
r
i
b
e
how
h
o
w
the
t
h
e
quality
q
u
a
l
i
t
y
assurance
a
s
s
u
r
a
n
c
e
program
p
r
o
g
r
a
m
is
i
s
to
t
o
be
b
e
implemented.
i
m
p
l
e
m
e
n
t
e
d
.
5.5
5
.
5
Design
D
e
s
i
g
n
Philosophy
P
h
i
l
o
s
o
p
h
y
5.5.1
5
.
5
.
1
Design
D
e
s
i
g
n
Principles
P
r
i
n
c
i
p
l
e
s
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
system
s
y
s
t
e
m
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
according
a
c
c
o
r
d
i
n
g
to
t
o
the
t
h
e
following
f
o
l
l
o
w
i
n
g
basic
b
a
s
i
c
principles.
p
r
i
n
c
i
p
l
e
s
.
-
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
system
s
y
s
t
e
m
shall
s
h
a
l
l
satisfy
s
a
t
i
s
f
y
functional
f
u
n
c
t
i
o
n
a
l
and
a
n
d
operational
o
p
e
r
a
t
i
o
n
a
l
requirements
r
e
q
u
i
r
e
m
e
n
t
s
as
a
s
given
g
i
v
e
n
in
i
n
the
t
h
e
design
d
e
s
i
g
n
basis.
b
a
s
i
s
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
system
s
y
s
t
e
m
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
such
s
u
c
h
that
t
h
a
t
an
a
n
unintended
u
n
i
n
t
e
n
d
e
d
event
e
v
e
n
t
does
d
o
e
s
not
n
o
t
escalate
e
s
c
a
l
a
t
e
into
i
n
t
o
an
a
n
accident
a
c
c
i
d
e
n
t
of
o
f
significantly
s
i
g
n
i
fi
c
a
n
t
l
y
greater
g
r
e
a
t
e
r
extent
e
x
t
e
n
t
than
t
h
a
n
the
t
h
e
original
o
r
i
g
i
n
a
l
event.
e
v
e
n
t
.
-
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
system
s
y
s
t
e
m
shall
s
h
a
l
l
permit
p
e
r
m
i
t
simple
s
i
m
p
l
e
and
a
n
d
reliable
r
e
l
i
a
b
l
e
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
retrieval,
r
e
t
r
i
e
v
a
l
,
and
a
n
d
reinstallation,
r
e
i
n
s
t
a
l
l
a
t
i
o
n
,
and
a
n
d
be
b
e
robust
r
o
b
u
s
t
with
w
i
t
h
respect
r
e
s
p
e
c
t
to
t
o
use.
u
s
e
.
-
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
system
s
y
s
t
e
m
shall
s
h
a
l
l
provide
p
r
o
v
i
d
e
adequate
a
d
e
q
u
a
t
e
access
a
c
c
e
s
s
for
f
o
r
replacement
r
e
p
l
a
c
e
m
e
n
t
and
a
n
d
repair.
r
e
p
a
i
r
.
-
Design
D
e
s
i
g
n
of
o
f
structural
s
t
r
u
c
t
u
r
a
l
details
d
e
t
a
i
l
s
and
a
n
d
selection
s
e
l
e
c
t
i
o
n
of
o
f
materials
m
a
t
e
r
i
a
l
s
shall
s
h
a
l
l
address
a
d
d
r
e
s
s
the
t
h
e
eDects
e
D
e
c
t
s
of
o
f
corrosion,
c
o
r
r
o
s
i
o
n
,
aging,
a
g
i
n
g
,
erosion,
e
r
o
s
i
o
n
,
and
a
n
d
wear.
w
e
a
r
.
-
A
A
conservative
c
o
n
s
e
r
v
a
t
i
v
e
design
d
e
s
i
g
n
approach
a
p
p
r
o
a
c
h
shall
s
h
a
l
l
be
b
e
applied
a
p
p
l
i
e
d
for
f
o
r
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
mechanical
m
e
c
h
a
n
i
c
a
l
components.
c
o
m
p
o
n
e
n
t
s
.
Redundancy
R
e
d
u
n
d
a
n
c
y
may
m
a
y
be
b
e
considered
c
o
n
s
i
d
e
r
e
d
for
f
o
r
essential
e
s
s
e
n
t
i
a
l
components.
c
o
m
p
o
n
e
n
t
s
.
5.5.2
5
.
5
.
2
Design
D
e
s
i
g
n
Basis
B
a
s
i
s
A
A
design
d
e
s
i
g
n
basis
b
a
s
i
s
document
d
o
c
u
m
e
n
t
shall
s
h
a
l
l
be
b
e
established
e
s
t
a
b
l
i
s
h
e
d
in
i
n
the
t
h
e
initial
i
n
i
t
i
a
l
stages
s
t
a
g
e
s
of
o
f
the
t
h
e
design
d
e
s
i
g
n
process.
p
r
o
c
e
s
s
.
The
T
h
e
design
d
e
s
i
g
n
basis
b
a
s
i
s
should
s
h
o
u
l
d
contain
c
o
n
t
a
i
n
or
o
r
reference
r
e
f
e
r
e
n
c
e
all
a
l
l
relevant
r
e
l
e
v
a
n
t
information
i
n
f
o
r
m
a
t
i
o
n
required
r
e
q
u
i
r
e
d
for
f
o
r
design
d
e
s
i
g
n
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
system.
s
y
s
t
e
m
.
The
T
h
e
design
d
e
s
i
g
n
basis
b
a
s
i
s
normally
n
o
r
m
a
l
l
y
includes:
i
n
c
l
u
d
e
s
:
-
specifications
s
p
e
c
i
fi
c
a
t
i
o
n
s
supplied
s
u
p
p
l
i
e
d
by
b
y
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
Annex
A
n
n
e
x
B
B
(e
(
e
g.
g
.
functional
f
u
n
c
t
i
o
n
a
l
requirements,
r
e
q
u
i
r
e
m
e
n
t
s
,
field
fi
e
l
d
data,
d
a
t
a
,
host
h
o
s
t
data);
d
a
t
a
)
;
-
procedures
p
r
o
c
e
d
u
r
e
s
for
f
o
r
load-eDect
l
o
a
d
-
e
D
e
c
t
analyses
a
n
a
l
y
s
e
s
for
f
o
r
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
and
a
n
d
associated
a
s
s
o
c
i
a
t
e
d
components
c
o
m
p
o
n
e
n
t
s
(see
(
s
e
e
Annex
A
n
n
e
x
C);
C
)
;
and
a
n
d
-
load-case
l
o
a
d
-
c
a
s
e
matrices,
m
a
t
r
i
c
e
s
,
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
Annex
A
n
n
e
x
B
B
(e.g.
(
e
.
g
.
temporary
t
e
m
p
o
r
a
r
y
conditions,
c
o
n
d
i
t
i
o
n
s
,
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
extreme
e
x
t
r
e
m
e
conditions,
c
o
n
d
i
t
i
o
n
s
,
fatigue
f
a
t
i
g
u
e
conditions).
c
o
n
d
i
t
i
o
n
s
)
.
5.6
5
.
6
Testing
T
e
s
t
i
n
g
5.6.1
5
.
6
.
1
General
G
e
n
e
r
a
l
All
A
l
l
tests
t
e
s
t
s
specified
s
p
e
c
i
fi
e
d
in
i
n
this
t
h
i
s
document
d
o
c
u
m
e
n
t
can
c
a
n
be
b
e
sorted
s
o
r
t
e
d
into
i
n
t
o
three
t
h
r
e
e
categories:
c
a
t
e
g
o
r
i
e
s
:
qualification,
q
u
a
l
i
fi
c
a
t
i
o
n
,
verification,
v
e
r
i
fi
c
a
t
i
o
n
,
and
a
n
d
acceptance
a
c
c
e
p
t
a
n
c
e
testing.
t
e
s
t
i
n
g
.
The
T
h
e
selection
s
e
l
e
c
t
i
o
n
of
o
f
test
t
e
s
t
methodology
m
e
t
h
o
d
o
l
o
g
y
shall
s
h
a
l
l
be
b
e
agreed
a
g
r
e
e
d
between
b
e
t
w
e
e
n
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
and
a
n
d
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
and
a
n
d
shall
s
h
a
l
l
account
a
c
c
o
u
n
t
for
f
o
r
the
t
h
e
risks
r
i
s
k
s
involved
i
n
v
o
l
v
e
d
in
i
n
the
t
h
e
intended
i
n
t
e
n
d
e
d
application
a
p
p
l
i
c
a
t
i
o
n
and
a
n
d
the
t
h
e
practicality
p
r
a
c
t
i
c
a
l
i
t
y
of
o
f
the
t
h
e
test
t
e
s
t
program
p
r
o
g
r
a
m
in
i
n
relation
r
e
l
a
t
i
o
n
to
t
o
the
t
h
e
project
p
r
o
j
e
c
t
schedule.
s
c
h
e
d
u
l
e
.
See
S
e
e
B.2.9
B
.
2
.
9
for
f
o
r
guidance
g
u
i
d
a
n
c
e
on
o
n
the
t
h
e
responsibility
r
e
s
p
o
n
s
i
b
i
l
i
t
y
of
o
f
identifying
i
d
e
n
t
i
f
y
i
n
g
the
t
h
e
need
n
e
e
d
for
f
o
r
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing.
t
e
s
t
i
n
g
.
Guidance
G
u
i
d
a
n
c
e
on
o
n
the
t
h
e
recommended
r
e
c
o
m
m
e
n
d
e
d
testing
t
e
s
t
i
n
g
program
p
r
o
g
r
a
m
is
i
s
given
g
i
v
e
n
in
i
n
Annex
A
n
n
e
x
D
D
and
a
n
d
Annex
A
n
n
e
x
J.
J
.
5.6.2
5
.
6
.
2
Qualification
Q
u
a
l
i
fi
c
a
t
i
o
n
Testing
T
e
s
t
i
n
g
NOTE:
N
O
T
E
:
Qualification
Q
u
a
l
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
refers
r
e
f
e
r
s
to
t
o
tests
t
e
s
t
s
performed
p
e
r
f
o
r
m
e
d
on
o
n
a
a
prototype
p
r
o
t
o
t
y
p
e
component
c
o
m
p
o
n
e
n
t
or
o
r
prototype
p
r
o
t
o
t
y
p
e
umbilical
u
m
b
i
l
i
c
a
l
to
t
o
prove
p
r
o
v
e
that
t
h
a
t
it
i
t
can
c
a
n
withstand
w
i
t
h
s
t
a
n
d
the
t
h
e
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
process,
p
r
o
c
e
s
s
,
environment,
e
n
v
i
r
o
n
m
e
n
t
,
and
a
n
d
loads
l
o
a
d
s
for
f
o
r
which
w
h
i
c
h
it
i
t
is
i
s
designed,
d
e
s
i
g
n
e
d
,
and
a
n
d
that
t
h
a
t
it
i
t
has
h
a
s
the
t
h
e
properties
p
r
o
p
e
r
t
i
e
s
that
t
h
a
t
it
i
t
is
i
s
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
predicted
p
r
e
d
i
c
t
e
d
to
t
o
have.
h
a
v
e
.
It
I
t
is
i
s
not
n
o
t
necessarily
n
e
c
e
s
s
a
r
i
l
y
performed
p
e
r
f
o
r
m
e
d
only
o
n
l
y
on
o
n
new
n
e
w
designs
d
e
s
i
g
n
s
or
o
r
components,
c
o
m
p
o
n
e
n
t
s
,
but
b
u
t
a
a
testing
t
e
s
t
i
n
g
philosophy
p
h
i
l
o
s
o
p
h
y
is
i
s
chosen
c
h
o
s
e
n
based
b
a
s
e
d
on
o
n
the
t
h
e
purchaser's
p
u
r
c
h
a
s
e
r
'
s
risk
r
i
s
k
profile
p
r
o
fi
l
e
and
a
n
d
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
design/testing
d
e
s
i
g
n
/
t
e
s
t
i
n
g
statistics.
s
t
a
t
i
s
t
i
c
s
.
Choosing
C
h
o
o
s
i
n
g
this
t
h
i
s
testing
t
e
s
t
i
n
g
philosophy
p
h
i
l
o
s
o
p
h
y
reflects
r
e
fl
e
c
t
s
high
h
i
g
h
project
p
r
o
j
e
c
t
risk
r
i
s
k
or
o
r
low
l
o
w
purchaser
p
u
r
c
h
a
s
e
r
risk
r
i
s
k
willingness.
w
i
l
l
i
n
g
n
e
s
s
.
See
S
e
e
B.2.9.
B
.
2
.
9
.
For
F
o
r
umbilicals
u
m
b
i
l
i
c
a
l
s
and/or
a
n
d
/
o
r
components
c
o
m
p
o
n
e
n
t
s
that
t
h
a
t
represent
r
e
p
r
e
s
e
n
t
new
n
e
w
technology
t
e
c
h
n
o
l
o
g
y
or
o
r
high
h
i
g
h
risk,
r
i
s
k
,
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
should
s
h
o
u
l
d
be
b
e
performed
p
e
r
f
o
r
m
e
d
according
a
c
c
o
r
d
i
n
g
to
t
o
a
a
structured
s
t
r
u
c
t
u
r
e
d
methodology
m
e
t
h
o
d
o
l
o
g
y
as
a
s
defined
d
e
fi
n
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification,
s
p
e
c
i
fi
c
a
t
i
o
n
,
DNV
D
N
V
RP-
R
P
-
A203,
A
2
0
3
,
or
o
r
equivalent.
e
q
u
i
v
a
l
e
n
t
.
The
T
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
shall
s
h
a
l
l
document
d
o
c
u
m
e
n
t
the
t
h
e
track
t
r
a
c
k
record
r
e
c
o
r
d
for,
f
o
r
,
and
a
n
d
identify
i
d
e
n
t
i
f
y
the
t
h
e
need
n
e
e
d
for,
f
o
r
,
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing.
t
e
s
t
i
n
g
.
The
T
h
e
evaluation
e
v
a
l
u
a
t
i
o
n
of
o
f
existing
e
x
i
s
t
i
n
g
data
d
a
t
a
and
a
n
d
the
t
h
e
extent
e
x
t
e
n
t
of
o
f
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
approved
a
p
p
r
o
v
e
d
by
b
y
the
t
h
e
purchaser.
p
u
r
c
h
a
s
e
r
.
The
T
h
e
above
a
b
o
v
e
implies
i
m
p
l
i
e
s
that
t
h
a
t
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
should
s
h
o
u
l
d
be
b
e
carried
c
a
r
r
i
e
d
out
o
u
t
in
i
n
cases
c
a
s
e
s
where
w
h
e
r
e
no
n
o
relevant
r
e
l
e
v
a
n
t
track
t
r
a
c
k
record
r
e
c
o
r
d
or
o
r
test
t
e
s
t
data
d
a
t
a
exist
e
x
i
s
t
for
f
o
r
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
design,
d
e
s
i
g
n
,
component,
c
o
m
p
o
n
e
n
t
,
and/or
a
n
d
/
o
r
environment
e
n
v
i
r
o
n
m
e
n
t
in
i
n
question.
q
u
e
s
t
i
o
n
.
Whenever
W
h
e
n
e
v
e
r
a
a
new
n
e
w
component
c
o
m
p
o
n
e
n
t
is
i
s
used
u
s
e
d
and
a
n
d
the
t
h
e
properties
p
r
o
p
e
r
t
i
e
s
of
o
f
this
t
h
i
s
component
c
o
m
p
o
n
e
n
t
aDect
a
D
e
c
t
the
t
h
e
global
g
l
o
b
a
l
properties
p
r
o
p
e
r
t
i
e
s
of
o
f
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
of
o
f
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
and
a
n
d
not
n
o
t
only
o
n
l
y
the
t
h
e
individual
i
n
d
i
v
i
d
u
a
l
component,
c
o
m
p
o
n
e
n
t
,
shall
s
h
a
l
l
be
b
e
carried
c
a
r
r
i
e
d
out.
o
u
t
.
Analysis
A
n
a
l
y
s
i
s
may
m
a
y
be
b
e
used
u
s
e
d
to
t
o
compare
c
o
m
p
a
r
e
umbilical
u
m
b
i
l
i
c
a
l
and
a
n
d
component
c
o
m
p
o
n
e
n
t
designs,
d
e
s
i
g
n
s
,
and
a
n
d
to
t
o
judge
j
u
d
g
e
the
t
h
e
relevance
r
e
l
e
v
a
n
c
e
of
o
f
data
d
a
t
a
from
f
r
o
m
previous
p
r
e
v
i
o
u
s
testing
t
e
s
t
i
n
g
and
a
n
d
operation
o
p
e
r
a
t
i
o
n
experience.
e
x
p
e
r
i
e
n
c
e
.
If
I
f
such
s
u
c
h
analysis
a
n
a
l
y
s
i
s
is
i
s
performed,
p
e
r
f
o
r
m
e
d
,
it
i
t
shall
s
h
a
l
l
be
b
e
carried
c
a
r
r
i
e
d
out
o
u
t
according
a
c
c
o
r
d
i
n
g
to
t
o
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
this
t
h
i
s
document
d
o
c
u
m
e
n
t
(see
(
s
e
e
Section
S
e
c
t
i
o
n
6).
6
)
.
Unless
U
n
l
e
s
s
otherwise
o
t
h
e
r
w
i
s
e
agreed,
a
g
r
e
e
d
,
all
a
l
l
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
prior
p
r
i
o
r
to
t
o
manufacture
m
a
n
u
f
a
c
t
u
r
e
of
o
f
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
Qualification
Q
u
a
l
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
should
s
h
o
u
l
d
also
a
l
s
o
be
b
e
considered
c
o
n
s
i
d
e
r
e
d
for
f
o
r
the
t
h
e
end
e
n
d
terminations,
t
e
r
m
i
n
a
t
i
o
n
s
,
midline
m
i
d
l
i
n
e
connectors,
c
o
n
n
e
c
t
o
r
s
,
and
a
n
d
ancillary
a
n
c
i
l
l
a
r
y
equipment,
e
q
u
i
p
m
e
n
t
,
if
i
f
applicable.
a
p
p
l
i
c
a
b
l
e
.
5.6.3
5
.
6
.
3
Verification
V
e
r
i
fi
c
a
t
i
o
n
Testing
T
e
s
t
i
n
g
Verification
V
e
r
i
fi
c
a
t
i
o
n
tests
t
e
s
t
s
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
end
e
n
d
terminations,
t
e
r
m
i
n
a
t
i
o
n
s
,
midline
m
i
d
l
i
n
e
connectors,
c
o
n
n
e
c
t
o
r
s
,
and
a
n
d
ancillary
a
n
c
i
l
l
a
r
y
equipment.
e
q
u
i
p
m
e
n
t
.
The
T
h
e
scope
s
c
o
p
e
of
o
f
verification
v
e
r
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
specified
s
p
e
c
i
fi
e
d
by
b
y
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
based
b
a
s
e
d
on
o
n
the
t
h
e
purchaser’s
p
u
r
c
h
a
s
e
r
’
s
risk
r
i
s
k
profile
p
r
o
fi
l
e
and
a
n
d
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
design/testing
d
e
s
i
g
n
/
t
e
s
t
i
n
g
statistics
s
t
a
t
i
s
t
i
c
s
(see
(
s
e
e
B.2.9).
B
.
2
.
9
)
.
NOTE
N
O
T
E
Guidance
G
u
i
d
a
n
c
e
on
o
n
the
t
h
e
possible
p
o
s
s
i
b
l
e
testing
t
e
s
t
i
n
g
program
p
r
o
g
r
a
m
is
i
s
given
g
i
v
e
n
in
i
n
Annex
A
n
n
e
x
D
D
and
a
n
d
Annex
A
n
n
e
x
J.
J
.
5.6.4.
5
.
6
.
4
.
Factory
F
a
c
t
o
r
y
Acceptance
A
c
c
e
p
t
a
n
c
e
Testing
T
e
s
t
i
n
g
Factory
F
a
c
t
o
r
y
acceptance
a
c
c
e
p
t
a
n
c
e
testing
t
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
ensure
e
n
s
u
r
e
that
t
h
a
t
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
or
o
r
components
c
o
m
p
o
n
e
n
t
s
meet
m
e
e
t
the
t
h
e
design
d
e
s
i
g
n
values/criteria
v
a
l
u
e
s
/
c
r
i
t
e
r
i
a
specified
s
p
e
c
i
fi
e
d
by
b
y
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
and
a
n
d
stated
s
t
a
t
e
d
in
i
n
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
the
t
h
e
design
d
e
s
i
g
n
basis,
b
a
s
i
s
,
i.e.
i
.
e
.
to
t
o
ensure
e
n
s
u
r
e
that
t
h
a
t
the
t
h
e
sample
s
a
m
p
l
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
verification
v
e
r
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
is
i
s
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
for
f
o
r
the
t
h
e
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
components.
c
o
m
p
o
n
e
n
t
s
.
NOTE
N
O
T
E
Factory
F
a
c
t
o
r
y
acceptance
a
c
c
e
p
t
a
n
c
e
testing
t
e
s
t
i
n
g
includes
i
n
c
l
u
d
e
s
testing
t
e
s
t
i
n
g
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
actual
a
c
t
u
a
l
delivery
d
e
l
i
v
e
r
y
component
c
o
m
p
o
n
e
n
t
or
o
r
umbilical,
u
m
b
i
l
i
c
a
l
,
e.g.
e
.
g
.
tests
t
e
s
t
s
that
t
h
a
t
are
a
r
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
document
d
o
c
u
m
e
n
t
that
t
h
a
t
a
a
welded
w
e
l
d
e
d
tube
t
u
b
e
string
s
t
r
i
n
g
can
c
a
n
withstand
w
i
t
h
s
t
a
n
d
the
t
h
e
test
t
e
s
t
pressure
p
r
e
s
s
u
r
e
over
o
v
e
r
a
a
defined
d
e
fi
n
e
d
time
t
i
m
e
period,
p
e
r
i
o
d
,
or
o
r
to
t
o
verify
v
e
r
i
f
y
that
t
h
a
t
an
a
n
electricaI/opticaI
e
l
e
c
t
r
i
c
a
I
/
o
p
t
i
c
a
I
signal
s
i
g
n
a
l
element
e
l
e
m
e
n
t
has
h
a
s
the
t
h
e
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
it
i
t
is
i
s
designed
d
e
s
i
g
n
e
d
to
t
o
have.
h
a
v
e
.
These
T
h
e
s
e
tests
t
e
s
t
s
are
a
r
e
normally
n
o
r
m
a
l
l
y
performed
p
e
r
f
o
r
m
e
d
several
s
e
v
e
r
a
l
times
t
i
m
e
s
per
p
e
r
product.
p
r
o
d
u
c
t
.
Acceptance
A
c
c
e
p
t
a
n
c
e
tests
t
e
s
t
s
for
f
o
r
common
c
o
m
m
o
n
components
c
o
m
p
o
n
e
n
t
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
Annex
A
n
n
e
x
D.
D
.
Acceptance
A
c
c
e
p
t
a
n
c
e
tests
t
e
s
t
s
shall
s
h
a
l
l
also
a
l
s
o
be
b
e
carried
c
a
r
r
i
e
d
out
o
u
t
for
f
o
r
the
t
h
e
end
e
n
d
terminations,
t
e
r
m
i
n
a
t
i
o
n
s
,
midline
m
i
d
l
i
n
e
connectors,
c
o
n
n
e
c
t
o
r
s
,
and
a
n
d
ancillary
a
n
c
i
l
l
a
r
y
equipment.
e
q
u
i
p
m
e
n
t
.
6
6
Design
D
e
s
i
g
n
Requirements
R
e
q
u
i
r
e
m
e
n
t
s
6.1
6
.
1
General
G
e
n
e
r
a
l
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
and
a
n
d
its
i
t
s
constituent
c
o
n
s
t
i
t
u
e
n
t
components
c
o
m
p
o
n
e
n
t
s
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
to
t
o
meet
m
e
e
t
the
t
h
e
functional
f
u
n
c
t
i
o
n
a
l
and
a
n
d
technical
t
e
c
h
n
i
c
a
l
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
this
t
h
i
s
document.
d
o
c
u
m
e
n
t
.
The
T
h
e
requirement
r
e
q
u
i
r
e
m
e
n
t
for
f
o
r
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
result
r
e
s
u
l
t
from
f
r
o
m
a
a
risk
r
i
s
k
evaluation
e
v
a
l
u
a
t
i
o
n
for
f
o
r
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
The
T
h
e
factors
f
a
c
t
o
r
s
that
t
h
a
t
shall
s
h
a
l
l
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
are,
a
r
e
,
amongst
a
m
o
n
g
s
t
others,
o
t
h
e
r
s
,
the
t
h
e
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
and
a
n
d
service
s
e
r
v
i
c
e
conditions
c
o
n
d
i
t
i
o
n
s
for
f
o
r
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
and
a
n
d
the
t
h
e
consequences
c
o
n
s
e
q
u
e
n
c
e
s
of
o
f
non-performance.
n
o
n
-
p
e
r
f
o
r
m
a
n
c
e
.
Fatigue
F
a
t
i
g
u
e
analyses
a
n
a
l
y
s
e
s
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
fatigue
f
a
t
i
g
u
e
at
a
t
operating
o
p
e
r
a
t
i
n
g
temperature,
t
e
m
p
e
r
a
t
u
r
e
,
a
a
prediction
p
r
e
d
i
c
t
i
o
n
of
o
f
load
l
o
a
d
cycles,
c
y
c
l
e
s
,
and
a
n
d
translation
t
r
a
n
s
l
a
t
i
o
n
of
o
f
load
l
o
a
d
cycles
c
y
c
l
e
s
into
i
n
t
o
nominal
n
o
m
i
n
a
l
stress
s
t
r
e
s
s
or
o
r
strain
s
t
r
a
i
n
cycles.
c
y
c
l
e
s
.
In
I
n
addition
a
d
d
i
t
i
o
n
to
t
o
operational
o
p
e
r
a
t
i
o
n
a
l
load
l
o
a
d
cycles,
c
y
c
l
e
s
,
the
t
h
e
cycles
c
y
c
l
e
s
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
reeling,
r
e
e
l
i
n
g
,
handling,
h
a
n
d
l
i
n
g
,
construction,
c
o
n
s
t
r
u
c
t
i
o
n
,
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
and
a
n
d
unplanned
u
n
p
l
a
n
n
e
d
events,
e
v
e
n
t
s
,
such
s
u
c
h
as
a
s
partial
p
a
r
t
i
a
l
recovery
r
e
c
o
v
e
r
y
and
a
n
d
reinstallation,
r
e
i
n
s
t
a
l
l
a
t
i
o
n
,
as
a
s
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
design
d
e
s
i
g
n
basis.
b
a
s
i
s
.
The
T
h
e
eDect
e
D
e
c
t
of
o
f
mean
m
e
a
n
stresses,
s
t
r
e
s
s
e
s
,
internal
i
n
t
e
r
n
a
l
(service),
(
s
e
r
v
i
c
e
)
,
and
a
n
d
external
e
x
t
e
r
n
a
l
(environmental)
(
e
n
v
i
r
o
n
m
e
n
t
a
l
)
plastic
p
l
a
s
t
i
c
pre-
p
r
e
-
strain,
s
t
r
a
i
n
,
and
a
n
d
rate
r
a
t
e
of
o
f
cyclic
c
y
c
l
i
c
loading
l
o
a
d
i
n
g
shall
s
h
a
l
l
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
when
w
h
e
n
determining
d
e
t
e
r
m
i
n
i
n
g
fatigue
f
a
t
i
g
u
e
resistance.
r
e
s
i
s
t
a
n
c
e
.
Assessment
A
s
s
e
s
s
m
e
n
t
of
o
f
fatigue
f
a
t
i
g
u
e
resistance
r
e
s
i
s
t
a
n
c
e
may
m
a
y
be
b
e
based
b
a
s
e
d
on
o
n
either
e
i
t
h
e
r
S-N
S
-
N
data
d
a
t
a
obtained
o
b
t
a
i
n
e
d
on
o
n
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
components
c
o
m
p
o
n
e
n
t
s
or
o
r
a
a
fracture
f
r
a
c
t
u
r
e
mechanics
m
e
c
h
a
n
i
c
s
fatigue-life
f
a
t
i
g
u
e
-
l
i
f
e
assessment.
a
s
s
e
s
s
m
e
n
t
.
The
T
h
e
selection
s
e
l
e
c
t
i
o
n
of
o
f
safety
s
a
f
e
t
y
factors
f
a
c
t
o
r
s
shall
s
h
a
l
l
take
t
a
k
e
into
i
n
t
o
account
a
c
c
o
u
n
t
the
t
h
e
inherent
i
n
h
e
r
e
n
t
sensitivity
s
e
n
s
i
t
i
v
i
t
y
in
i
n
fatigue-
f
a
t
i
g
u
e
-
resistance
r
e
s
i
s
t
a
n
c
e
predictions
p
r
e
d
i
c
t
i
o
n
s
for
f
o
r
such
s
u
c
h
designs.
d
e
s
i
g
n
s
.
Account
A
c
c
o
u
n
t
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
of
o
f
the
t
h
e
eDect
e
D
e
c
t
of
o
f
the
t
h
e
strain
s
t
r
a
i
n
accumulated
a
c
c
u
m
u
l
a
t
e
d
during
d
u
r
i
n
g
manufacturing,
m
a
n
u
f
a
c
t
u
r
i
n
g
,
handling,
h
a
n
d
l
i
n
g
,
and
a
n
d
installation
i
n
s
t
a
l
l
a
t
i
o
n
on
o
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
fatigue
f
a
t
i
g
u
e
performance.
p
e
r
f
o
r
m
a
n
c
e
.
Assessment
A
s
s
e
s
s
m
e
n
t
of
o
f
creep
c
r
e
e
p
in
i
n
electrical
e
l
e
c
t
r
i
c
a
l
cables
c
a
b
l
e
s
from
f
r
o
m
the
t
h
e
eDects
e
D
e
c
t
s
of
o
f
axial
a
x
i
a
l
tension
t
e
n
s
i
o
n
shall
s
h
a
l
l
be
b
e
undertaken.
u
n
d
e
r
t
a
k
e
n
.
See
S
e
e
Annex
A
n
n
e
x
E
E
for
f
o
r
guidance
g
u
i
d
a
n
c
e
on
o
n
fatigue
f
a
t
i
g
u
e
testing.
t
e
s
t
i
n
g
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
6.2
6
.
2
Loads
L
o
a
d
s
6.2.1
6
.
2
.
1
Load
L
o
a
d
Classification
C
l
a
s
s
i
fi
c
a
t
i
o
n
Loads
L
o
a
d
s
shall
s
h
a
l
l
be
b
e
classified
c
l
a
s
s
i
fi
e
d
as
a
s
functional,
f
u
n
c
t
i
o
n
a
l
,
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
(external),
(
e
x
t
e
r
n
a
l
)
,
or
o
r
accidental.
a
c
c
i
d
e
n
t
a
l
.
#
#
6.2.2
6
.
2
.
2
Functional
F
u
n
c
t
i
o
n
a
l
Loads
L
o
a
d
s
The
T
h
e
functional
f
u
n
c
t
i
o
n
a
l
loads
l
o
a
d
s
of
o
f
relevance
r
e
l
e
v
a
n
c
e
for
f
o
r
the
t
h
e
actual
a
c
t
u
a
l
umbilical
u
m
b
i
l
i
c
a
l
system
s
y
s
t
e
m
shall
s
h
a
l
l
be
b
e
identified.
i
d
e
n
t
i
fi
e
d
.
Examples
E
x
a
m
p
l
e
s
of
o
f
functional
f
u
n
c
t
i
o
n
a
l
loads
l
o
a
d
s
are:
a
r
e
:
-
loads
l
o
a
d
s
due
d
u
e
to
t
o
weight
w
e
i
g
h
t
and
a
n
d
buoyancy
b
u
o
y
a
n
c
y
of
o
f
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
its
i
t
s
contents
c
o
n
t
e
n
t
s
and
a
n
d
attachments,
a
t
t
a
c
h
m
e
n
t
s
,
both
b
o
t
h
temporary
t
e
m
p
o
r
a
r
y
and
a
n
d
permanent;
p
e
r
m
a
n
e
n
t
;
-
marine
m
a
r
i
n
e
growth
g
r
o
w
t
h
based
b
a
s
e
d
on
o
n
information
i
n
f
o
r
m
a
t
i
o
n
for
f
o
r
the
t
h
e
actual
a
c
t
u
a
l
geographical
g
e
o
g
r
a
p
h
i
c
a
l
location;
l
o
c
a
t
i
o
n
;
-
pressure
p
r
e
s
s
u
r
e
within
w
i
t
h
i
n
hoses
h
o
s
e
s
and
a
n
d
tubes;
t
u
b
e
s
;
-
thermal
t
h
e
r
m
a
l
loads
l
o
a
d
s
resulting
r
e
s
u
l
t
i
n
g
from
f
r
o
m
radiant
r
a
d
i
a
n
t
heat,
h
e
a
t
,
heat
h
e
a
t
generated
g
e
n
e
r
a
t
e
d
from
f
r
o
m
the
t
h
e
operation
o
p
e
r
a
t
i
o
n
of
o
f
MV
M
V
power
p
o
w
e
r
conductors,
c
o
n
d
u
c
t
o
r
s
,
hot
h
o
t
injected
i
n
j
e
c
t
e
d
gas/fluids,
g
a
s
/
fl
u
i
d
s
,
or
o
r
from
f
r
o
m
adjacent
a
d
j
a
c
e
n
t
hot
h
o
t
riser(s);
r
i
s
e
r
(
s
)
;
-
external
e
x
t
e
r
n
a
l
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure;
p
r
e
s
s
u
r
e
;
-
testing
t
e
s
t
i
n
g
pressures,
p
r
e
s
s
u
r
e
s
,
including
i
n
c
l
u
d
i
n
g
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
commissioning,
c
o
m
m
i
s
s
i
o
n
i
n
g
,
and
a
n
d
storage
s
t
o
r
a
g
e
pressures;
p
r
e
s
s
u
r
e
s
;
-
external
e
x
t
e
r
n
a
l
soil
s
o
i
l
or
o
r
rock
r
o
c
k
reaction
r
e
a
c
t
i
o
n
forces
f
o
r
c
e
s
for
f
o
r
trenched,
t
r
e
n
c
h
e
d
,
buried,
b
u
r
i
e
d
,
or
o
r
rock-dumped
r
o
c
k
-
d
u
m
p
e
d
umbilicals;
u
m
b
i
l
i
c
a
l
s
;
-
static
s
t
a
t
i
c
reaction
r
e
a
c
t
i
o
n
and
a
n
d
deformation
d
e
f
o
r
m
a
t
i
o
n
loads
l
o
a
d
s
from
f
r
o
m
supports
s
u
p
p
o
r
t
s
and
a
n
d
protection
p
r
o
t
e
c
t
i
o
n
structures;
s
t
r
u
c
t
u
r
e
s
;
-
temporary
t
e
m
p
o
r
a
r
y
installation
i
n
s
t
a
l
l
a
t
i
o
n
or
o
r
recovery
r
e
c
o
v
e
r
y
loads,
l
o
a
d
s
,
including
i
n
c
l
u
d
i
n
g
applied
a
p
p
l
i
e
d
tension
t
e
n
s
i
o
n
and
a
n
d
crushing
c
r
u
s
h
i
n
g
loads,
l
o
a
d
s
,
impact
i
m
p
a
c
t
loads,
l
o
a
d
s
,
and
a
n
d
guidance-induced
g
u
i
d
a
n
c
e
-
i
n
d
u
c
e
d
loads;
l
o
a
d
s
;
-
displacements
d
i
s
p
l
a
c
e
m
e
n
t
s
due
d
u
e
to
t
o
pressure-
p
r
e
s
s
u
r
e
-
and
a
n
d
tension-induced
t
e
n
s
i
o
n
-
i
n
d
u
c
e
d
rotation;
r
o
t
a
t
i
o
n
;
-
interaction
i
n
t
e
r
a
c
t
i
o
n
eDects
e
D
e
c
t
s
of
o
f
clamping
c
l
a
m
p
i
n
g
the
t
h
e
umbilical;
u
m
b
i
l
i
c
a
l
;
-
loads
l
o
a
d
s
due
d
u
e
to
t
o
rigid
r
i
g
i
d
or
o
r
flexible
fl
e
x
i
b
l
e
pipe
p
i
p
e
crossings,
c
r
o
s
s
i
n
g
s
,
or
o
r
spans;
s
p
a
n
s
;
-
loads
l
o
a
d
s
due
d
u
e
to
t
o
positioning
p
o
s
i
t
i
o
n
i
n
g
tolerances
t
o
l
e
r
a
n
c
e
s
during
d
u
r
i
n
g
installation;
i
n
s
t
a
l
l
a
t
i
o
n
;
-
loads
l
o
a
d
s
from
f
r
o
m
inspection
i
n
s
p
e
c
t
i
o
n
and
a
n
d
maintenance
m
a
i
n
t
e
n
a
n
c
e
tools.
t
o
o
l
s
.
6.2.3
6
.
2
.
3
Environmental
E
n
v
i
r
o
n
m
e
n
t
a
l
Loads
L
o
a
d
s
The
T
h
e
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
loads
l
o
a
d
s
of
o
f
relevance
r
e
l
e
v
a
n
c
e
for
f
o
r
the
t
h
e
actual
a
c
t
u
a
l
geographical
g
e
o
g
r
a
p
h
i
c
a
l
location
l
o
c
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
identified.
i
d
e
n
t
i
fi
e
d
.
Examples
E
x
a
m
p
l
e
s
of
o
f
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
loads
l
o
a
d
s
are:
a
r
e
:
-
waves;
w
a
v
e
s
;
-
current;
c
u
r
r
e
n
t
;
-
wave-frequency
w
a
v
e
-
f
r
e
q
u
e
n
c
y
host
h
o
s
t
motions;
m
o
t
i
o
n
s
;
-
low-frequency
l
o
w
-
f
r
e
q
u
e
n
c
y
host
h
o
s
t
motions
m
o
t
i
o
n
s
due
d
u
e
to
t
o
wave
w
a
v
e
drift
d
r
i
f
t
and
a
n
d
wind-loading
w
i
n
d
-
l
o
a
d
i
n
g
and
a
n
d
station-
s
t
a
t
i
o
n
-
keeping
k
e
e
p
i
n
g
system
s
y
s
t
e
m
characteristics;
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
;
-
vortex-induced
v
o
r
t
e
x
-
i
n
d
u
c
e
d
host
h
o
s
t
motions
m
o
t
i
o
n
s
due
d
u
e
to
t
o
current
c
u
r
r
e
n
t
loading;
l
o
a
d
i
n
g
;
-
host
h
o
s
t
oDset
o
D
s
e
t
from
f
r
o
m
nominal
n
o
m
i
n
a
l
position
p
o
s
i
t
i
o
n
due
d
u
e
to
t
o
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
loading;
l
o
a
d
i
n
g
;
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
ice;
i
c
e
;
-
earthquake;
e
a
r
t
h
q
u
a
k
e
;
-
wind;
w
i
n
d
;
-
subsea
s
u
b
s
e
a
landslides;
l
a
n
d
s
l
i
d
e
s
;
-
UV
U
V
radiation
r
a
d
i
a
t
i
o
n
6.2.4
6
.
2
.
4
Accidental
A
c
c
i
d
e
n
t
a
l
Loads
L
o
a
d
s
The
T
h
e
accidental-load
a
c
c
i
d
e
n
t
a
l
-
l
o
a
d
scenarios
s
c
e
n
a
r
i
o
s
of
o
f
relevance
r
e
l
e
v
a
n
c
e
for
f
o
r
the
t
h
e
actual
a
c
t
u
a
l
umbilical
u
m
b
i
l
i
c
a
l
system
s
y
s
t
e
m
shall
s
h
a
l
l
be
b
e
identified.
i
d
e
n
t
i
fi
e
d
.
Examples
E
x
a
m
p
l
e
s
of
o
f
accidental
a
c
c
i
d
e
n
t
a
l
loads
l
o
a
d
s
are:
a
r
e
:
-
dropped
d
r
o
p
p
e
d
objects;
o
b
j
e
c
t
s
;
-
trawl-board
t
r
a
w
l
-
b
o
a
r
d
impact;
i
m
p
a
c
t
;
-
anchor-line
a
n
c
h
o
r
-
l
i
n
e
failure;
f
a
i
l
u
r
e
;
-
fire
fi
r
e
and
a
n
d
explosion;
e
x
p
l
o
s
i
o
n
;
-
compartment
c
o
m
p
a
r
t
m
e
n
t
damage
d
a
m
a
g
e
or
o
r
unintended
u
n
i
n
t
e
n
d
e
d
flooding
fl
o
o
d
i
n
g
of
o
f
support
s
u
p
p
o
r
t
vessel
v
e
s
s
e
l
or
o
r
other
o
t
h
e
r
buoyancy
b
u
o
y
a
n
c
y
device
d
e
v
i
c
e
(e
(
e
g.
g
.
subsea
s
u
b
s
e
a
arch
a
r
c
h
structure);
s
t
r
u
c
t
u
r
e
)
;
-
loss
l
o
s
s
or
o
r
displacement
d
i
s
p
l
a
c
e
m
e
n
t
of
o
f
buoyancy
b
u
o
y
a
n
c
y
modules
m
o
d
u
l
e
s
in
i
n
lazy-wave
l
a
z
y
-
w
a
v
e
umbilical
u
m
b
i
l
i
c
a
l
configuration;
c
o
n
fi
g
u
r
a
t
i
o
n
;
-
failure
f
a
i
l
u
r
e
of
o
f
thrusters;
t
h
r
u
s
t
e
r
s
;
-
dynamic-positioning
d
y
n
a
m
i
c
-
p
o
s
i
t
i
o
n
i
n
g
failure
f
a
i
l
u
r
e
-
net
n
e
t
external
e
x
t
e
r
n
a
l
pressure
p
r
e
s
s
u
r
e
(due
(
d
u
e
to
t
o
flooding,
fl
o
o
d
i
n
g
,
crushing,
c
r
u
s
h
i
n
g
,
incorrect
i
n
c
o
r
r
e
c
t
installation
i
n
s
t
a
l
l
a
t
i
o
n
rate,
r
a
t
e
,
etc
e
t
c
);
)
;
-
net
n
e
t
internal
i
n
t
e
r
n
a
l
pressure;
p
r
e
s
s
u
r
e
;
-
failure
f
a
i
l
u
r
e
of
o
f
turret
t
u
r
r
e
t
drive
d
r
i
v
e
system.
s
y
s
t
e
m
.
6.2.5
6
.
2
.
5
Load
L
o
a
d
Combinations
C
o
m
b
i
n
a
t
i
o
n
s
and
a
n
d
Conditions
C
o
n
d
i
t
i
o
n
s
6.2.5.1
6
.
2
.
5
.
1
General
G
e
n
e
r
a
l
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
to
t
o
withstand
w
i
t
h
s
t
a
n
d
the
t
h
e
most
m
o
s
t
onerous
o
n
e
r
o
u
s
load
l
o
a
d
combinations
c
o
m
b
i
n
a
t
i
o
n
s
of
o
f
functional,
f
u
n
c
t
i
o
n
a
l
,
environmental,
e
n
v
i
r
o
n
m
e
n
t
a
l
,
and
a
n
d
accidental
a
c
c
i
d
e
n
t
a
l
loads
l
o
a
d
s
selected
s
e
l
e
c
t
e
d
from
f
r
o
m
the
t
h
e
extreme
e
x
t
r
e
m
e
design
d
e
s
i
g
n
and
a
n
d
fatigue
f
a
t
i
g
u
e
environment
e
n
v
i
r
o
n
m
e
n
t
specified
s
p
e
c
i
fi
e
d
by
b
y
the
t
h
e
purchaser.
p
u
r
c
h
a
s
e
r
.
The
T
h
e
load
l
o
a
d
combination
c
o
m
b
i
n
a
t
i
o
n
selection
s
e
l
e
c
t
i
o
n
shall
s
h
a
l
l
cover
c
o
v
e
r
all
a
l
l
relevant
r
e
l
e
v
a
n
t
loading
l
o
a
d
i
n
g
conditions
c
o
n
d
i
t
i
o
n
s
that
t
h
a
t
can
c
a
n
be
b
e
applied
a
p
p
l
i
e
d
to
t
o
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
during
d
u
r
i
n
g
factory
f
a
c
t
o
r
y
acceptance
a
c
c
e
p
t
a
n
c
e
testing,
t
e
s
t
i
n
g
,
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
operation,
o
p
e
r
a
t
i
o
n
,
and
a
n
d
any
a
n
y
temporary
t
e
m
p
o
r
a
r
y
condition
c
o
n
d
i
t
i
o
n
specified
s
p
e
c
i
fi
e
d
by
b
y
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
as
a
s
defined
d
e
fi
n
e
d
in
i
n
Annex
A
n
n
e
x
B.
B
.
Variation
V
a
r
i
a
t
i
o
n
of
o
f
the
t
h
e
loads
l
o
a
d
s
with
w
i
t
h
respect
r
e
s
p
e
c
t
to
t
o
time
t
i
m
e
shall
s
h
a
l
l
be
b
e
addressed.
a
d
d
r
e
s
s
e
d
.
6.2.5.2
6
.
2
.
5
.
2
Extreme
E
x
t
r
e
m
e
Load
L
o
a
d
Combinations
C
o
m
b
i
n
a
t
i
o
n
s
The
T
h
e
extreme
e
x
t
r
e
m
e
load
l
o
a
d
combinations
c
o
m
b
i
n
a
t
i
o
n
s
shall
s
h
a
l
l
reflect
r
e
fl
e
c
t
the
t
h
e
most
m
o
s
t
probable
p
r
o
b
a
b
l
e
extreme
e
x
t
r
e
m
e
combined
c
o
m
b
i
n
e
d
load
l
o
a
d
eDect
e
D
e
c
t
over
o
v
e
r
a
a
specified
s
p
e
c
i
fi
e
d
design
d
e
s
i
g
n
time
t
i
m
e
period.
p
e
r
i
o
d
.
Extreme
E
x
t
r
e
m
e
load
l
o
a
d
combinations
c
o
m
b
i
n
a
t
i
o
n
s
shall
s
h
a
l
l
be
b
e
defined
d
e
fi
n
e
d
for
f
o
r
permanent
p
e
r
m
a
n
e
n
t
as
a
s
well
w
e
l
l
as
a
s
temporary
t
e
m
p
o
r
a
r
y
design
d
e
s
i
g
n
conditions
c
o
n
d
i
t
i
o
n
s
as
a
s
follows:
f
o
l
l
o
w
s
:
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
Normal
N
o
r
m
a
l
operation:
o
p
e
r
a
t
i
o
n
:
This
T
h
i
s
shall
s
h
a
l
l
apply
a
p
p
l
y
to
t
o
the
t
h
e
permanent
p
e
r
m
a
n
e
n
t
operational
o
p
e
r
a
t
i
o
n
a
l
state
s
t
a
t
e
of
o
f
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
considering
c
o
n
s
i
d
e
r
i
n
g
functional
f
u
n
c
t
i
o
n
a
l
and
a
n
d
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
loads.
l
o
a
d
s
.
Design
D
e
s
i
g
n
conditions
c
o
n
d
i
t
i
o
n
s
with
w
i
t
h
a
a
10’2
1
0
’
2
annual
a
n
n
u
a
l
exceedance
e
x
c
e
e
d
a
n
c
e
probability
p
r
o
b
a
b
i
l
i
t
y
(i.e.
(
i
.
e
.
100-year
1
0
0
-
y
e
a
r
return
r
e
t
u
r
n
period)
p
e
r
i
o
d
)
shall
s
h
a
l
l
be
b
e
applied.
a
p
p
l
i
e
d
.
-
Abnormal
A
b
n
o
r
m
a
l
operation:
o
p
e
r
a
t
i
o
n
:
This
T
h
i
s
shall
s
h
a
l
l
apply
a
p
p
l
y
to
t
o
the
t
h
e
permanent
p
e
r
m
a
n
e
n
t
operational
o
p
e
r
a
t
i
o
n
a
l
state
s
t
a
t
e
of
o
f
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
considering
c
o
n
s
i
d
e
r
i
n
g
functional,
f
u
n
c
t
i
o
n
a
l
,
environmental,
e
n
v
i
r
o
n
m
e
n
t
a
l
,
and
a
n
d
accidental
a
c
c
i
d
e
n
t
a
l
loads.
l
o
a
d
s
.
Combined
C
o
m
b
i
n
e
d
design
d
e
s
i
g
n
conditions
c
o
n
d
i
t
i
o
n
s
with
w
i
t
h
an
a
n
annual
a
n
n
u
a
l
exceedance
e
x
c
e
e
d
a
n
c
e
probability
p
r
o
b
a
b
i
l
i
t
y
between
b
e
t
w
e
e
n
10‘2
1
0
‘
2
and
a
n
d
10'4
1
0
'
4
shall
s
h
a
l
l
be
b
e
evaluated.
e
v
a
l
u
a
t
e
d
.
-
Temporary
T
e
m
p
o
r
a
r
y
conditions:
c
o
n
d
i
t
i
o
n
s
:
This
T
h
i
s
shall
s
h
a
l
l
apply
a
p
p
l
y
to
t
o
temporary
t
e
m
p
o
r
a
r
y
conditions,
c
o
n
d
i
t
i
o
n
s
,
such
s
u
c
h
as
a
s
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
retrieval,
r
e
t
r
i
e
v
a
l
,
pressure
p
r
e
s
s
u
r
e
testing,
t
e
s
t
i
n
g
,
and
a
n
d
other
o
t
h
e
r
intermediate
i
n
t
e
r
m
e
d
i
a
t
e
conditions
c
o
n
d
i
t
i
o
n
s
prior
p
r
i
o
r
to
t
o
permanent
p
e
r
m
a
n
e
n
t
operation,
o
p
e
r
a
t
i
o
n
,
e.g.
e
.
g
.
temporary
t
e
m
p
o
r
a
r
y
in-field
i
n
-
fi
e
l
d
configurations
c
o
n
fi
g
u
r
a
t
i
o
n
s
prior
p
r
i
o
r
to
t
o
platform
p
l
a
t
f
o
r
m
tie-
t
i
e
-
in
i
n
of
o
f
umbilicals
u
m
b
i
l
i
c
a
l
s
in
i
n
dynamic
d
y
n
a
m
i
c
service
s
e
r
v
i
c
e
or
o
r
burial
b
u
r
i
a
l
of
o
f
static
s
t
a
t
i
c
umbilicals.
u
m
b
i
l
i
c
a
l
s
.
The
T
h
e
applicable
a
p
p
l
i
c
a
b
l
e
return
r
e
t
u
r
n
period
p
e
r
i
o
d
for
f
o
r
the
t
h
e
design
d
e
s
i
g
n
conditions
c
o
n
d
i
t
i
o
n
s
depends
d
e
p
e
n
d
s
on
o
n
the
t
h
e
seasonal
s
e
a
s
o
n
a
l
timing
t
i
m
i
n
g
and
a
n
d
duration
d
u
r
a
t
i
o
n
of
o
f
the
t
h
e
temporary
t
e
m
p
o
r
a
r
y
period.
p
e
r
i
o
d
.
The
T
h
e
return
r
e
t
u
r
n
periods
p
e
r
i
o
d
s
shall
s
h
a
l
l
be
b
e
defined
d
e
fi
n
e
d
such
s
u
c
h
that
t
h
a
t
the
t
h
e
probability
p
r
o
b
a
b
i
l
i
t
y
of
o
f
exceedance
e
x
c
e
e
d
a
n
c
e
in
i
n
the
t
h
e
temporary
t
e
m
p
o
r
a
r
y
state
s
t
a
t
e
is
i
s
no
n
o
greater
g
r
e
a
t
e
r
than
t
h
a
n
that
t
h
a
t
of
o
f
the
t
h
e
permanent
p
e
r
m
a
n
e
n
t
normal
n
o
r
m
a
l
operational
o
p
e
r
a
t
i
o
n
a
l
state.
s
t
a
t
e
.
Accidental
A
c
c
i
d
e
n
t
a
l
loads,
l
o
a
d
s
,
in
i
n
terms
t
e
r
m
s
of
o
f
frequency
f
r
e
q
u
e
n
c
y
of
o
f
occurrence
o
c
c
u
r
r
e
n
c
e
and
a
n
d
magnitude,
m
a
g
n
i
t
u
d
e
,
should
s
h
o
u
l
d
be
b
e
determined
d
e
t
e
r
m
i
n
e
d
based
b
a
s
e
d
on
o
n
risk
r
i
s
k
analyses
a
n
a
l
y
s
e
s
and
a
n
d
relevant
r
e
l
e
v
a
n
t
accumulated
a
c
c
u
m
u
l
a
t
e
d
experiences.
e
x
p
e
r
i
e
n
c
e
s
.
Account
A
c
c
o
u
n
t
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
of
o
f
other
o
t
h
e
r
loads
l
o
a
d
s
that
t
h
a
t
can
c
a
n
reasonably
r
e
a
s
o
n
a
b
l
y
be
b
e
present
p
r
e
s
e
n
t
at
a
t
the
t
h
e
time
t
i
m
e
of
o
f
the
t
h
e
accidental
a
c
c
i
d
e
n
t
a
l
event.
e
v
e
n
t
.
Further,
F
u
r
t
h
e
r
,
accidental
a
c
c
i
d
e
n
t
a
l
loads
l
o
a
d
s
shall
s
h
a
l
l
be
b
e
determined
d
e
t
e
r
m
i
n
e
d
with
w
i
t
h
due
d
u
e
account
a
c
c
o
u
n
t
of
o
f
the
t
h
e
factors
f
a
c
t
o
r
s
of
o
f
influence.
i
n
fl
u
e
n
c
e
.
NOTE
N
O
T
E
1
1
Such
S
u
c
h
factors
f
a
c
t
o
r
s
may
m
a
y
be
b
e
personnel
p
e
r
s
o
n
n
e
l
qualifications,
q
u
a
l
i
fi
c
a
t
i
o
n
s
,
operational
o
p
e
r
a
t
i
o
n
a
l
procedures,
p
r
o
c
e
d
u
r
e
s
,
the
t
h
e
arrangement
a
r
r
a
n
g
e
m
e
n
t
of
o
f
the
t
h
e
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
equipment,
e
q
u
i
p
m
e
n
t
,
safety
s
a
f
e
t
y
systems,
s
y
s
t
e
m
s
,
and
a
n
d
control
c
o
n
t
r
o
l
procedures.
p
r
o
c
e
d
u
r
e
s
.
Combined
C
o
m
b
i
n
e
d
design
d
e
s
i
g
n
conditions
c
o
n
d
i
t
i
o
n
s
with
w
i
t
h
an
a
n
annual
a
n
n
u
a
l
exceedance
e
x
c
e
e
d
a
n
c
e
probability
p
r
o
b
a
b
i
l
i
t
y
higher
h
i
g
h
e
r
than
t
h
a
n
10-2
1
0
-
2
should
s
h
o
u
l
d
be
b
e
considered
c
o
n
s
i
d
e
r
e
d
to
t
o
be
b
e
normal
n
o
r
m
a
l
operation.
o
p
e
r
a
t
i
o
n
.
NOTE
N
O
T
E
2
2
Load
L
o
a
d
combinations
c
o
m
b
i
n
a
t
i
o
n
s
with
w
i
t
h
an
a
n
annual
a
n
n
u
a
l
exceedance
e
x
c
e
e
d
a
n
c
e
probability
p
r
o
b
a
b
i
l
i
t
y
lower
l
o
w
e
r
than
t
h
a
n
10^*
1
0
^
*
may
m
a
y
normally
n
o
r
m
a
l
l
y
be
b
e
ignored.
i
g
n
o
r
e
d
.
Recommended
R
e
c
o
m
m
e
n
d
e
d
load
l
o
a
d
combinations
c
o
m
b
i
n
a
t
i
o
n
s
for
f
o
r
assessment
a
s
s
e
s
s
m
e
n
t
of
o
f
the
t
h
e
extreme-load
e
x
t
r
e
m
e
-
l
o
a
d
eDect
e
D
e
c
t
are
a
r
e
summarized
s
u
m
m
a
r
i
z
e
d
in
i
n
Table
T
a
b
l
e
1.
1
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
Table
T
a
b
l
e
1
1
-
-
Load
L
o
a
d
Combinations
C
o
m
b
i
n
a
t
i
o
n
s
Load
L
o
a
d
type
t
y
p
e
Temporary
T
e
m
p
o
r
a
r
y
conditions
c
o
n
d
i
t
i
o
n
s
Normal
N
o
r
m
a
l
operation
o
p
e
r
a
t
i
o
n
Abnormal
A
b
n
o
r
m
a
l
operation
o
p
e
r
a
t
i
o
n
Functional
F
u
n
c
t
i
o
n
a
l
Expected,
E
x
p
e
c
t
e
d
,
specified,
s
p
e
c
i
f
i
e
d
,
or
o
r
extreme
e
x
t
r
e
m
e
Expected,
E
x
p
e
c
t
e
d
,
specified,
s
p
e
c
i
f
i
e
d
,
or
o
r
extreme
e
x
t
r
e
m
e
Environmental
E
n
v
i
r
o
n
m
e
n
t
a
l
Probability
P
r
o
b
a
b
i
l
i
t
y
of
o
f
exceedance
e
x
c
e
e
d
a
n
c
e
according
a
c
c
o
r
d
i
n
g
to
t
o
season
s
e
a
s
o
n
and
a
n
d
duration
d
u
r
a
t
i
o
n
of
o
f
the
t
h
e
temporary
t
e
m
p
o
r
a
r
y
period.
p
e
r
i
o
d
.
If
I
f
more
m
o
r
e
information
i
n
f
o
r
m
a
t
i
o
n
is
i
s
not
n
o
t
available,
a
v
a
i
l
a
b
l
e
,
the
t
h
e
following
f
o
l
l
o
w
i
n
g
return
r
e
t
u
r
n
period
p
e
r
i
o
d
values
v
a
l
u
e
s
may
m
a
y
be
b
e
applied
a
p
p
l
i
e
d
for
f
o
r
temporary
t
e
m
p
o
r
a
r
y
conditions:
c
o
n
d
i
t
i
o
n
s
:
—
—
a
a
100-year
1
0
0
-
y
e
a
r
return
r
e
t
u
r
n
period
p
e
r
i
o
d
if
i
f
duration
d
u
r
a
t
i
o
n
is
i
s
in
i
n
excess
e
x
c
e
s
s
of
o
f
six
s
i
x
months;
m
o
n
t
h
s
;
—
—
a
a
10-year
1
0
-
y
e
a
r
return
r
e
t
u
r
n
period
p
e
r
i
o
d
for
f
o
r
the
t
h
e
actual
a
c
t
u
a
l
seasonal
s
e
a
s
o
n
a
l
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
condition
c
o
n
d
i
t
i
o
n
if
i
f
duration
d
u
r
a
t
i
o
n
is
i
s
in
i
n
excess
e
x
c
e
s
s
of
o
f
three
t
h
r
e
e
days
d
a
y
s
but
b
u
t
less
l
e
s
s
than
t
h
a
n
six
s
i
x
months.
m
o
n
t
h
s
.
For
F
o
r
temporary
t
e
m
p
o
r
a
r
y
conditions
c
o
n
d
i
t
i
o
n
s
with
w
i
t
h
a
a
duration
d
u
r
a
t
i
o
n
less
l
e
s
s
than
t
h
a
n
three
t
h
r
e
e
days
d
a
y
s
or
o
r
operations
o
p
e
r
a
t
i
o
n
s
that
t
h
a
t
can
c
a
n
be
b
e
terminated
t
e
r
m
i
n
a
t
e
d
within
w
i
t
h
i
n
a
a
three-day
t
h
r
e
e
-
d
a
y
window,
w
i
n
d
o
w
,
an
a
n
extreme
e
x
t
r
e
m
e
load
l
o
a
d
condition
c
o
n
d
i
t
i
o
n
may
m
a
y
be
b
e
specified,
s
p
e
c
i
f
i
e
d
,
and
a
n
d
startup
s
t
a
r
t
u
p
/shutdown
/
s
h
u
t
d
o
w
n
of
o
f
the
t
h
e
operation
o
p
e
r
a
t
i
o
n
is
i
s
then
t
h
e
n
based
b
a
s
e
d
on
o
n
reliable
r
e
l
i
a
b
l
e
weather
w
e
a
t
h
e
r
forecasts.
f
o
r
e
c
a
s
t
s
.
Accidental
A
c
c
i
d
e
n
t
a
l
As
A
s
appropriate
a
p
p
r
o
p
r
i
a
t
e
to
t
o
the
t
h
e
actual
a
c
t
u
a
l
temporary
t
e
m
p
o
r
a
r
y
condition
c
o
n
d
i
t
i
o
n
Expected,
E
x
p
e
c
t
e
d
,
specified,
s
p
e
c
i
f
i
e
d
,
or
o
r
extreme
e
x
t
r
e
m
e
Annual
A
n
n
u
a
l
exceedance
e
x
c
e
e
d
a
n
c
e
Annual
A
n
n
u
a
l
exceedance
e
x
c
e
e
d
a
n
c
e
probability
p
r
o
b
a
b
i
l
i
t
y
of
o
f
10
1
0
-2
-
2
probability
p
r
o
b
a
b
i
l
i
t
y
of
o
f
10
1
0
-2
-
2
to
t
o
10
1
0
-4
-
4
If
I
f
combined
c
o
m
b
i
n
e
d
with
w
i
t
h
accidental
a
c
c
i
d
e
n
t
a
l
loads,
l
o
a
d
s
,
the
t
h
e
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
load
l
o
a
d
may
m
a
y
be
b
e
established
e
s
t
a
b
l
i
s
h
e
d
so
s
o
that
t
h
a
t
the
t
h
e
combined
c
o
m
b
i
n
e
d
annual
a
n
n
u
a
l
exceedance
e
x
c
e
e
d
a
n
c
e
probability
p
r
o
b
a
b
i
l
i
t
y
is
i
s
10
1
0
-4
-
4
Not
N
o
t
applicable
a
p
p
l
i
c
a
b
l
e
Individual
I
n
d
i
v
i
d
u
a
l
considerations.
c
o
n
s
i
d
e
r
a
t
i
o
n
s
.
Annual
A
n
n
u
a
l
exceedance
e
x
c
e
e
d
a
n
c
e
probability
p
r
o
b
a
b
i
l
i
t
y
>
>
10
1
0
-4
-
4
6.2.5.3
6
.
2
.
5
.
3
Fatigue
F
a
t
i
g
u
e
Load
L
o
a
d
Conditions
C
o
n
d
i
t
i
o
n
s
Fatigue
F
a
t
i
g
u
e
damage
d
a
m
a
g
e
shall
s
h
a
l
l
be
b
e
calculated
c
a
l
c
u
l
a
t
e
d
considering
c
o
n
s
i
d
e
r
i
n
g
all
a
l
l
relevant
r
e
l
e
v
a
n
t
cyclic
c
y
c
l
i
c
loading
l
o
a
d
i
n
g
imposed
i
m
p
o
s
e
d
on
o
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
over
o
v
e
r
its
i
t
s
design
d
e
s
i
g
n
life,
l
i
f
e
,
covering
c
o
v
e
r
i
n
g
fabrication
f
a
b
r
i
c
a
t
i
o
n
and
a
n
d
temporary
t
e
m
p
o
r
a
r
y
conditions
c
o
n
d
i
t
i
o
n
s
(including
(
i
n
c
l
u
d
i
n
g
installation
i
n
s
t
a
l
l
a
t
i
o
n
as
a
s
well
w
e
l
l
as
a
s
in-place
i
n
-
p
l
a
c
e
operation).
o
p
e
r
a
t
i
o
n
)
.
Consideration
C
o
n
s
i
d
e
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
given
g
i
v
e
n
to
t
o
the
t
h
e
long-term
l
o
n
g
-
t
e
r
m
probabilistic
p
r
o
b
a
b
i
l
i
s
t
i
c
nature
n
a
t
u
r
e
of
o
f
the
t
h
e
fatigue
f
a
t
i
g
u
e
loading.
l
o
a
d
i
n
g
.
The
T
h
e
following
f
o
l
l
o
w
i
n
g
principal
p
r
i
n
c
i
p
a
l
sources
s
o
u
r
c
e
s
of
o
f
fatigue
f
a
t
i
g
u
e
damage
d
a
m
a
g
e
shall
s
h
a
l
l
be
b
e
evaluated:
e
v
a
l
u
a
t
e
d
:
-
wave-frequency
w
a
v
e
-
f
r
e
q
u
e
n
c
y
response
r
e
s
p
o
n
s
e
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
due
d
u
e
to
t
o
direct
d
i
r
e
c
t
wave
w
a
v
e
loading,
l
o
a
d
i
n
g
,
as
a
s
well
w
e
l
l
as
a
s
wave-induced
w
a
v
e
-
i
n
d
u
c
e
d
(first-order)
(
fi
r
s
t
-
o
r
d
e
r
)
host
h
o
s
t
motions;
m
o
t
i
o
n
s
;
-
slow
s
l
o
w
drift
d
r
i
f
t
(second-order)
(
s
e
c
o
n
d
-
o
r
d
e
r
)
host
h
o
s
t
motions,
m
o
t
i
o
n
s
,
including
i
n
c
l
u
d
i
n
g
variation
v
a
r
i
a
t
i
o
n
of
o
f
mean
m
e
a
n
position;
p
o
s
i
t
i
o
n
;
-
VIV
V
I
V
response
r
e
s
p
o
n
s
e
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
under
u
n
d
e
r
steady
s
t
e
a
d
y
current
c
u
r
r
e
n
t
conditions;
c
o
n
d
i
t
i
o
n
s
;
-
possible
p
o
s
s
i
b
l
e
VIM
V
I
M
motions
m
o
t
i
o
n
s
of
o
f
the
t
h
e
host
h
o
s
t
hull
h
u
l
l
where
w
h
e
r
e
applicable
a
p
p
l
i
c
a
b
l
e
(typically
(
t
y
p
i
c
a
l
l
y
spar
s
p
a
r
platforms);
p
l
a
t
f
o
r
m
s
)
;
-
cyclic
c
y
c
l
i
c
loading
l
o
a
d
i
n
g
during
d
u
r
i
n
g
fabrication
f
a
b
r
i
c
a
t
i
o
n
and
a
n
d
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
e
e
g.
g
.
reeling/unreeling;
r
e
e
l
i
n
g
/
u
n
r
e
e
l
i
n
g
;
-
cyclic
c
y
c
l
i
c
loading
l
o
a
d
i
n
g
due
d
u
e
to
t
o
operation
o
p
e
r
a
t
i
o
n
of
o
f
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
e.g.
e
.
g
.
variation
v
a
r
i
a
t
i
o
n
in
i
n
temperature
t
e
m
p
e
r
a
t
u
r
e
and
a
n
d
pressure.
p
r
e
s
s
u
r
e
.
The
T
h
e
interfaces
i
n
t
e
r
f
a
c
e
s
to
t
o
the
t
h
e
supporting
s
u
p
p
o
r
t
i
n
g
rigid
r
i
g
i
d
structures
s
t
r
u
c
t
u
r
e
s
are
a
r
e
normally
n
o
r
m
a
l
l
y
the
t
h
e
most
m
o
s
t
critical
c
r
i
t
i
c
a
l
locations
l
o
c
a
t
i
o
n
s
for
f
o
r
fatigue
f
a
t
i
g
u
e
loading
l
o
a
d
i
n
g
on
o
n
inplace
i
n
p
l
a
c
e
dynamic
d
y
n
a
m
i
c
umbilicals
u
m
b
i
l
i
c
a
l
s
operated
o
p
e
r
a
t
e
d
from
f
r
o
m
a
a
floating
fl
o
a
t
i
n
g
host.
h
o
s
t
.
The
T
h
e
fatigue
f
a
t
i
g
u
e
performance
p
e
r
f
o
r
m
a
n
c
e
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
is
i
s
in
i
n
most
m
o
s
t
situations
s
i
t
u
a
t
i
o
n
s
governed
g
o
v
e
r
n
e
d
by
b
y
the
t
h
e
bend
b
e
n
d
limiting
l
i
m
i
t
i
n
g
devices
d
e
v
i
c
e
s
installed
i
n
s
t
a
l
l
e
d
at
a
t
the
t
h
e
rigid
r
i
g
i
d
supports,
s
u
p
p
o
r
t
s
,
e.g.
e
.
g
.
bend
b
e
n
d
stiDener
s
t
i
D
e
n
e
r
or
o
r
bellmouth.
b
e
l
l
m
o
u
t
h
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
Consideration
C
o
n
s
i
d
e
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
given
g
i
v
e
n
to
t
o
the
t
h
e
long-term
l
o
n
g
-
t
e
r
m
operation/performance
o
p
e
r
a
t
i
o
n
/
p
e
r
f
o
r
m
a
n
c
e
of
o
f
the
t
h
e
host/station-keeping
h
o
s
t
/
s
t
a
t
i
o
n
-
k
e
e
p
i
n
g
system,
s
y
s
t
e
m
,
e.g.
e
.
g
.
variation
v
a
r
i
a
t
i
o
n
of
o
f
loading
l
o
a
d
i
n
g
conditions/draft,
c
o
n
d
i
t
i
o
n
s
/
d
r
a
f
t
,
change
c
h
a
n
g
e
in
i
n
mooring
m
o
o
r
i
n
g
pretension,
p
r
e
t
e
n
s
i
o
n
,
change
c
h
a
n
g
e
in
i
n
restoring
r
e
s
t
o
r
i
n
g
due
d
u
e
to
t
o
additional
a
d
d
i
t
i
o
n
a
l
riser
r
i
s
e
r
tieins,
t
i
e
i
n
s
,
re-location,
r
e
-
l
o
c
a
t
i
o
n
,
connected/disconnected
c
o
n
n
e
c
t
e
d
/
d
i
s
c
o
n
n
e
c
t
e
d
operational
o
p
e
r
a
t
i
o
n
a
l
mode
m
o
d
e
for
f
o
r
loading
l
o
a
d
i
n
g
systems,
s
y
s
t
e
m
s
,
etc.
e
t
c
.
Conservative
C
o
n
s
e
r
v
a
t
i
v
e
assumptions
a
s
s
u
m
p
t
i
o
n
s
shall
s
h
a
l
l
be
b
e
made
m
a
d
e
in
i
n
case
c
a
s
e
of
o
f
a
a
lack
l
a
c
k
of
o
f
precise
p
r
e
c
i
s
e
information.
i
n
f
o
r
m
a
t
i
o
n
.
Average
A
v
e
r
a
g
e
values
v
a
l
u
e
s
may
m
a
y
be
b
e
applied
a
p
p
l
i
e
d
for
f
o
r
functional
f
u
n
c
t
i
o
n
a
l
loading
l
o
a
d
i
n
g
unless
u
n
l
e
s
s
more
m
o
r
e
precise
p
r
e
c
i
s
e
information
i
n
f
o
r
m
a
t
i
o
n
is
i
s
available
a
v
a
i
l
a
b
l
e
regarding
r
e
g
a
r
d
i
n
g
the
t
h
e
long-term
l
o
n
g
-
t
e
r
m
variation
v
a
r
i
a
t
i
o
n
of
o
f
functional
f
u
n
c
t
i
o
n
a
l
loading.
l
o
a
d
i
n
g
.
Calculation
C
a
l
c
u
l
a
t
i
o
n
of
o
f
fatigue
f
a
t
i
g
u
e
stresses
s
t
r
e
s
s
e
s
shall
s
h
a
l
l
address
a
d
d
r
e
s
s
wear/corrosion.
w
e
a
r
/
c
o
r
r
o
s
i
o
n
.
Unless
U
n
l
e
s
s
more
m
o
r
e
precise
p
r
e
c
i
s
e
information
i
n
f
o
r
m
a
t
i
o
n
is
i
s
available,
a
v
a
i
l
a
b
l
e
,
calculation
c
a
l
c
u
l
a
t
i
o
n
of
o
f
fatigue
f
a
t
i
g
u
e
stresses
s
t
r
e
s
s
e
s
should
s
h
o
u
l
d
be
b
e
based
b
a
s
e
d
on
o
n
nominal
n
o
m
i
n
a
l
component
c
o
m
p
o
n
e
n
t
dimensions
d
i
m
e
n
s
i
o
n
s
minus
m
i
n
u
s
half
h
a
l
f
the
t
h
e
corrosion/wear
c
o
r
r
o
s
i
o
n
/
w
e
a
r
allowance.
a
l
l
o
w
a
n
c
e
.
In
I
n
a
a
uniform
u
n
i
f
o
r
m
thickness
t
h
i
c
k
n
e
s
s
degradation
d
e
g
r
a
d
a
t
i
o
n
environment,
e
n
v
i
r
o
n
m
e
n
t
,
this
t
h
i
s
corresponds
c
o
r
r
e
s
p
o
n
d
s
to
t
o
the
t
h
e
average
a
v
e
r
a
g
e
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
over
o
v
e
r
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
service
s
e
r
v
i
c
e
life.
l
i
f
e
.
Fatigue
F
a
t
i
g
u
e
calculations
c
a
l
c
u
l
a
t
i
o
n
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
using
u
s
i
n
g
material
m
a
t
e
r
i
a
l
properties
p
r
o
p
e
r
t
i
e
s
that
t
h
a
t
are
a
r
e
adjusted
a
d
j
u
s
t
e
d
to
t
o
take
t
a
k
e
into
i
n
t
o
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
the
t
h
e
impact
i
m
p
a
c
t
of
o
f
elevated
e
l
e
v
a
t
e
d
operating
o
p
e
r
a
t
i
n
g
temperatures
t
e
m
p
e
r
a
t
u
r
e
s
and
a
n
d
thermal
t
h
e
r
m
a
l
aging
a
g
i
n
g
that
t
h
a
t
may
m
a
y
result
r
e
s
u
l
t
from
f
r
o
m
the
t
h
e
operation
o
p
e
r
a
t
i
o
n
of
o
f
MV
M
V
power
p
o
w
e
r
conductors
c
o
n
d
u
c
t
o
r
s
within
w
i
t
h
i
n
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
or
o
r
from
f
r
o
m
other
o
t
h
e
r
heat
h
e
a
t
sources
s
o
u
r
c
e
s
that
t
h
a
t
may
m
a
y
be
b
e
present.
p
r
e
s
e
n
t
.
6.3
6
.
3
Load
L
o
a
d
EMect
E
M
e
c
t
Analysis
A
n
a
l
y
s
i
s
6.3.1
6
.
3
.
1
General
G
e
n
e
r
a
l
The
T
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
shall
s
h
a
l
l
design
d
e
s
i
g
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
according
a
c
c
o
r
d
i
n
g
to
t
o
the
t
h
e
specified
s
p
e
c
i
fi
e
d
loads
l
o
a
d
s
and
a
n
d
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
conditions.
c
o
n
d
i
t
i
o
n
s
.
The
T
h
e
output
o
u
t
p
u
t
of
o
f
the
t
h
e
analyses
a
n
a
l
y
s
e
s
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
to
t
o
demonstrate
d
e
m
o
n
s
t
r
a
t
e
that
t
h
a
t
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
is
i
s
suitable
s
u
i
t
a
b
l
e
for
f
o
r
installation
i
n
s
t
a
l
l
a
t
i
o
n
and
a
n
d
operational
o
p
e
r
a
t
i
o
n
a
l
regimes
r
e
g
i
m
e
s
during
d
u
r
i
n
g
its
i
t
s
specified
s
p
e
c
i
fi
e
d
design
d
e
s
i
g
n
life.
l
i
f
e
.
The
T
h
e
analysis
a
n
a
l
y
s
i
s
results
r
e
s
u
l
t
s
shall
s
h
a
l
l
be
b
e
verified
v
e
r
i
fi
e
d
either
e
i
t
h
e
r
during
d
u
r
i
n
g
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
or
o
r
verification
v
e
r
i
fi
c
a
t
i
o
n
testing.
t
e
s
t
i
n
g
.
In
I
n
lieu
l
i
e
u
of
o
f
physical
p
h
y
s
i
c
a
l
testing
t
e
s
t
i
n
g
of
o
f
the
t
h
e
components/umbilical,
c
o
m
p
o
n
e
n
t
s
/
u
m
b
i
l
i
c
a
l
,
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
historical
h
i
s
t
o
r
i
c
a
l
data
d
a
t
a
may
m
a
y
be
b
e
oDered
o
D
e
r
e
d
by
b
y
the
t
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
to
t
o
verify
v
e
r
i
f
y
the
t
h
e
models
m
o
d
e
l
s
or
o
r
calculations
c
a
l
c
u
l
a
t
i
o
n
s
used;
u
s
e
d
;
see
s
e
e
Section
S
e
c
t
i
o
n
5.
5
.
All
A
l
l
load-eDect
l
o
a
d
-
e
D
e
c
t
analyses
a
n
a
l
y
s
e
s
shall
s
h
a
l
l
be
b
e
based
b
a
s
e
d
on
o
n
accepted
a
c
c
e
p
t
e
d
physical/numerical
p
h
y
s
i
c
a
l
/
n
u
m
e
r
i
c
a
l
principles
p
r
i
n
c
i
p
l
e
s
for
f
o
r
modeling
m
o
d
e
l
i
n
g
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
response
r
e
s
p
o
n
s
e
in
i
n
all
a
l
l
relevant
r
e
l
e
v
a
n
t
static-
s
t
a
t
i
c
-
and
a
n
d
dynamic-loading
d
y
n
a
m
i
c
-
l
o
a
d
i
n
g
scenarios.
s
c
e
n
a
r
i
o
s
.
All
A
l
l
of
o
f
the
t
h
e
software
s
o
f
t
w
a
r
e
tools
t
o
o
l
s
used
u
s
e
d
for
f
o
r
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
global
g
l
o
b
a
l
and
a
n
d
local
l
o
c
a
l
analysis
a
n
a
l
y
s
i
s
should
s
h
o
u
l
d
be:
b
e
:
-
verified
v
e
r
i
fi
e
d
against
a
g
a
i
n
s
t
closed-form
c
l
o
s
e
d
-
f
o
r
m
analytical
a
n
a
l
y
t
i
c
a
l
solutions;
s
o
l
u
t
i
o
n
s
;
-
verified
v
e
r
i
fi
e
d
by
b
y
a
a
range
r
a
n
g
e
of
o
f
simulations
s
i
m
u
l
a
t
i
o
n
s
or
o
r
by
b
y
an
a
n
independent
i
n
d
e
p
e
n
d
e
n
t
verification
v
e
r
i
fi
c
a
t
i
o
n
agent
a
g
e
n
t
that
t
h
a
t
the
t
h
e
generic
g
e
n
e
r
i
c
model/software
m
o
d
e
l
/
s
o
f
t
w
a
r
e
tool
t
o
o
l
is
i
s
internally
i
n
t
e
r
n
a
l
l
y
consistent
c
o
n
s
i
s
t
e
n
t
and
a
n
d
that
t
h
a
t
it
i
t
does
d
o
e
s
not
n
o
t
contain
c
o
n
t
a
i
n
detectable
d
e
t
e
c
t
a
b
l
e
flaws;
fl
a
w
s
;
and
a
n
d
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
calibrated
c
a
l
i
b
r
a
t
e
d
against
a
g
a
i
n
s
t
full-scale
f
u
l
l
-
s
c
a
l
e
tests
t
e
s
t
s
by
b
y
means
m
e
a
n
s
of
o
f
manipulating
m
a
n
i
p
u
l
a
t
i
n
g
the
t
h
e
independent
i
n
d
e
p
e
n
d
e
n
t
variables
v
a
r
i
a
b
l
e
s
of
o
f
the
t
h
e
software
s
o
f
t
w
a
r
e
model
m
o
d
e
l
to
t
o
obtain
o
b
t
a
i
n
a
a
match
m
a
t
c
h
between
b
e
t
w
e
e
n
the
t
h
e
observed
o
b
s
e
r
v
e
d
and
a
n
d
simulated
s
i
m
u
l
a
t
e
d
distributions
d
i
s
t
r
i
b
u
t
i
o
n
s
of
o
f
the
t
h
e
dependent
d
e
p
e
n
d
e
n
t
variables.
v
a
r
i
a
b
l
e
s
.
The
T
h
e
validity
v
a
l
i
d
i
t
y
range
r
a
n
g
e
of
o
f
the
t
h
e
calibration
c
a
l
i
b
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
documented.
d
o
c
u
m
e
n
t
e
d
.
The
T
h
e
accuracy/validity
a
c
c
u
r
a
c
y
/
v
a
l
i
d
i
t
y
range
r
a
n
g
e
of
o
f
the
t
h
e
software
s
o
f
t
w
a
r
e
should
s
h
o
u
l
d
be
b
e
specified
s
p
e
c
i
fi
e
d
based
b
a
s
e
d
on
o
n
a
a
correlation
c
o
r
r
e
l
a
t
i
o
n
to
t
o
observed
o
b
s
e
r
v
e
d
values
v
a
l
u
e
s
from
f
r
o
m
the
t
h
e
physical
p
h
y
s
i
c
a
l
testing
t
e
s
t
i
n
g
(full
(
f
u
l
l
scale/model
s
c
a
l
e
/
m
o
d
e
l
tests).
t
e
s
t
s
)
.
The
T
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
shall
s
h
a
l
l
demonstrate
d
e
m
o
n
s
t
r
a
t
e
to
t
o
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
supporting
s
u
p
p
o
r
t
i
n
g
verification,
v
e
r
i
fi
c
a
t
i
o
n
,
validation,
v
a
l
i
d
a
t
i
o
n
,
and
a
n
d
confirmation
c
o
n
fi
r
m
a
t
i
o
n
documentation
d
o
c
u
m
e
n
t
a
t
i
o
n
for
f
o
r
all
a
l
l
global
g
l
o
b
a
l
and
a
n
d
local
l
o
c
a
l
analysis
a
n
a
l
y
s
i
s
tools,
t
o
o
l
s
,
including
i
n
c
l
u
d
i
n
g
those
t
h
o
s
e
developed
d
e
v
e
l
o
p
e
d
in-house,
i
n
-
h
o
u
s
e
,
used
u
s
e
d
for
f
o
r
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
analysis
a
n
a
l
y
s
i
s
and
a
n
d
design.
d
e
s
i
g
n
.
The
T
h
e
main
m
a
i
n
types
t
y
p
e
s
of
o
f
load-eDect
l
o
a
d
-
e
D
e
c
t
analyzes
a
n
a
l
y
z
e
s
in
i
n
Table
T
a
b
l
e
2
2
may
m
a
y
be
b
e
required,
r
e
q
u
i
r
e
d
,
depending
d
e
p
e
n
d
i
n
g
on
o
n
the
t
h
e
actual
a
c
t
u
a
l
concept.
c
o
n
c
e
p
t
.
Table
T
a
b
l
e
2
2
–
–
Load-E;ect
L
o
a
d
-
E
;
e
c
t
Analysis
A
n
a
l
y
s
i
s
Type
T
y
p
e
of
o
f
analysis
a
n
a
l
y
s
i
s
Global
G
l
o
b
a
l
analysis
a
n
a
l
y
s
i
s
On-bottom
O
n
-
b
o
t
t
o
m
Stability
S
t
a
b
i
l
i
t
y
analyses
a
n
a
l
y
s
e
s
Description
D
e
s
c
r
i
p
t
i
o
n
Main
M
a
i
n
application
a
p
p
l
i
c
a
t
i
o
n
Static-
S
t
a
t
i
c
-
and
a
n
d
dynamic-load
d
y
n
a
m
i
c
-
l
o
a
d
effect
e
f
f
e
c
t
analysis
a
n
a
l
y
s
i
s
due
d
u
e
to
t
o
static
s
t
a
t
i
c
and
a
n
d
dynamic
d
y
n
a
m
i
c
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
loading
l
o
a
d
i
n
g
(current,
(
c
u
r
r
e
n
t
,
waves,
w
a
v
e
s
,
and
a
n
d
host
h
o
s
t
offset/motions)
o
f
f
s
e
t
/
m
o
t
i
o
n
s
)
Analyses
A
n
a
l
y
s
e
s
to
t
o
assessthe
a
s
s
e
s
s
t
h
e
displacementof
d
i
s
p
l
a
c
e
m
e
n
t
o
f
on-
o
n
-
bottom
b
o
t
t
o
m
umbilicals
u
m
b
i
l
i
c
a
l
s
exposed
e
x
p
o
s
e
d
to
t
o
functional
f
u
n
c
t
i
o
n
a
l
and
a
n
d
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
loading
l
o
a
d
i
n
g
VIV
V
I
V
analyses
a
n
a
l
y
s
e
s
Analysis
A
n
a
l
y
s
i
s
of
o
f
VIV
V
I
V
in
i
n
steady
s
t
e
a
d
y
current
c
u
r
r
e
n
t
Interference
I
n
t
e
r
f
e
r
e
n
c
e
analyses
a
n
a
l
y
s
e
s
Free-spanning
F
r
e
e
-
s
p
a
n
n
i
n
g
analyses
a
n
a
l
y
s
e
s
Pull-in
P
u
l
l
-
i
n
analyses
a
n
a
l
y
s
e
s
Analysis
A
n
a
l
y
s
i
s
to
t
o
determine
d
e
t
e
r
m
i
n
e
minimum
m
i
n
i
m
u
m
distance
d
i
s
t
a
n
c
e
or
o
r
contact
c
o
n
t
a
c
t
loads/forces
l
o
a
d
s
/
f
o
r
c
e
s
between
b
e
t
w
e
e
n
adjacent
a
d
j
a
c
e
n
t
structures
s
t
r
u
c
t
u
r
e
s
exposed
e
x
p
o
s
e
d
to
t
o
static
s
t
a
t
i
c
and
a
n
d
dynamic
d
y
n
a
m
i
c
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
loading
l
o
a
d
i
n
g
Analysis
A
n
a
l
y
s
i
s
of
o
f
VIV
V
I
V
of
o
f
free
f
r
e
e
spans
s
p
a
n
s
in
i
n
steady
s
t
e
a
d
y
current
c
u
r
r
e
n
t
and
a
n
d
to
t
o
establish
e
s
t
a
b
l
i
s
h
product
p
r
o
d
u
c
t
curvature
c
u
r
v
a
t
u
r
e
Analysis
A
n
a
l
y
s
i
s
of
o
f
pull-in
p
u
l
l
-
i
n
installation
i
n
s
t
a
l
l
a
t
i
o
n
operations
o
p
e
r
a
t
i
o
n
s
Extreme-load
E
x
t
r
e
m
e
-
l
o
a
d
analyses
a
n
a
l
y
s
e
s
of
o
f
umbilicals
u
m
b
i
l
i
c
a
l
s
in
i
n
dynamic
d
y
n
a
m
i
c
service.
s
e
r
v
i
c
e
.
Fatique-load
F
a
t
i
q
u
e
-
l
o
a
d
analyses
a
n
a
l
y
s
e
s
of
o
f
umbilicals
u
m
b
i
l
i
c
a
l
s
in
i
n
dynamic
d
y
n
a
m
i
c
service
s
e
r
v
i
c
e
Analyses
A
n
a
l
y
s
e
s
of
o
f
installation
i
n
s
t
a
l
l
a
t
i
o
n
scenarios
s
c
e
n
a
r
i
o
s
to
t
o
establish
e
s
t
a
b
l
i
s
h
limiting
l
i
m
i
t
i
n
g
criteria
c
r
i
t
e
r
i
a
for
f
o
r
the
t
h
e
operations
o
p
e
r
a
t
i
o
n
s
Stability
S
t
a
b
i
l
i
t
y
analysis
a
n
a
l
y
s
i
s
of
o
f
umbilicals
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n
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f
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these
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c
e
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c
t
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'
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d
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t
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or
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l
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A
n
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l
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s
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of
o
f
the
t
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installation
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n
s
t
a
l
l
a
t
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scenario
s
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n
a
r
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and
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d
comparison
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p
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s
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with
w
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assumptions
a
s
s
u
m
p
t
i
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n
s
used
u
s
e
d
for
f
o
r
the
t
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calculation
c
a
l
c
u
l
a
t
i
o
n
of
o
f
fatigue
f
a
t
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g
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e
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d
a
m
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g
e
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t
r
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c
t
u
r
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l
analyses
a
n
a
l
y
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e
s
Establish
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s
t
a
b
l
i
s
h
loads
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between
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n
the
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n
t
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f
the
t
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umbilical
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m
b
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d
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c
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v
a
t
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r
the
t
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m
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c
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l
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s
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s
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c
t
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n
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b
a
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for
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g
l
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c
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c
k
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a
b
l
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t
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s
t
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a
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n
in
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individual
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n
d
i
v
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components
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m
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n
t
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f
the
t
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umbilical
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m
b
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l
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c
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l
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c
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s
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-
s
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c
t
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n
for
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a
given
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b
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t
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s
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s
for
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f
a
t
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g
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e
analyses,
a
n
a
l
y
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s
,
for
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e
x
a
m
p
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s
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l
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c
r
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t
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l
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t
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e
s
s
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(
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e
n
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i
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l
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o
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l
)
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a
p
p
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c
a
t
i
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n
to
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o
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g
l
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b
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l
analyses
a
n
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l
y
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s
Analysesof
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n
a
l
y
s
e
s
o
f
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n
s
t
a
l
l
a
t
i
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n
scenarios
s
c
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n
a
r
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o
s
to
t
o
establish
e
s
t
a
b
l
i
s
h
limiting
l
i
m
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t
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criteria
c
r
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t
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r
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a
for
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.
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s
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s
s
m
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f
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d
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f
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from
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m
caterpillars)
c
a
t
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l
l
a
r
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6.3.2
6
.
3
.
2
Global
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l
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b
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Load-eLect
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o
a
d
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e
L
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c
t
Analysis
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l
y
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s
The
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purpose
p
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of
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global
g
l
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a
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to
t
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describe
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s
c
r
i
b
e
the
t
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overall
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v
e
r
a
l
l
static
s
t
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t
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c
and
a
n
d
dynamic
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m
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c
structural
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t
r
u
c
t
u
r
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l
response
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e
s
p
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s
e
of
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f
the
t
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u
m
b
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l
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c
a
l
.
The
T
h
e
global
g
l
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b
a
l
analyses
a
n
a
l
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s
shall
s
h
a
l
l
be
b
e
based
b
a
s
e
d
on
o
n
accepted
a
c
c
e
p
t
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d
principles
p
r
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c
i
p
l
e
s
of
o
f
static
s
t
a
t
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c
and
a
n
d
dynamic
d
y
n
a
m
i
c
analysis,
a
n
a
l
y
s
i
s
,
with
w
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the
t
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e
use
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s
e
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f
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,
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t
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t
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m
a
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s
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environmental
e
n
v
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r
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n
m
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t
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l
o
a
d
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n
d
soil
s
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e
c
h
a
n
i
c
s
to
t
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determine
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e
t
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r
m
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a
b
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e
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e
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t
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on
o
n
the
t
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l
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s
y
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m
.
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b
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d
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t
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a
n
a
l
y
s
e
s
should
s
h
o
u
l
d
be
b
e
based
b
a
s
e
d
on
o
n
numerical
n
u
m
e
r
i
c
a
l
simulations
s
i
m
u
l
a
t
i
o
n
s
by
b
y
means
m
e
a
n
s
of
o
f
FE
F
E
or
o
r
similar
s
i
m
i
l
a
r
analyses,
a
n
a
l
y
s
e
s
,
with
w
i
t
h
due
d
u
e
regard
r
e
g
a
r
d
to
t
o
the
t
h
e
following
f
o
l
l
o
w
i
n
g
issues:
i
s
s
u
e
s
:
-
The
T
h
e
global
g
l
o
b
a
l
response
r
e
s
p
o
n
s
e
model
m
o
d
e
l
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
the
t
h
e
complete
c
o
m
p
l
e
t
e
umbilical
u
m
b
i
l
i
c
a
l
system,
s
y
s
t
e
m
,
considering
c
o
n
s
i
d
e
r
i
n
g
accurate
a
c
c
u
r
a
t
e
modeling
m
o
d
e
l
i
n
g
of
o
f
stiDness,
s
t
i
D
n
e
s
s
,
mass,
m
a
s
s
,
damping,
d
a
m
p
i
n
g
,
and
a
n
d
hydrodynamic
h
y
d
r
o
d
y
n
a
m
i
c
load
l
o
a
d
eDects
e
D
e
c
t
s
along
a
l
o
n
g
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
in
i
n
addition
a
d
d
i
t
i
o
n
to
t
o
top
t
o
p
and
a
n
d
bottom
b
o
t
t
o
m
boundary
b
o
u
n
d
a
r
y
conditions.
c
o
n
d
i
t
i
o
n
s
.
If
I
f
a
a
regular-wave-based
r
e
g
u
l
a
r
-
w
a
v
e
-
b
a
s
e
d
approach
a
p
p
r
o
a
c
h
is
i
s
used,
u
s
e
d
,
this
t
h
i
s
shall
s
h
a
l
l
be
b
e
validated
v
a
l
i
d
a
t
e
d
by
b
y
using
u
s
i
n
g
an
a
n
irregularwave,
i
r
r
e
g
u
l
a
r
w
a
v
e
,
time-domain-based
t
i
m
e
-
d
o
m
a
i
n
-
b
a
s
e
d
analysis
a
n
a
l
y
s
i
s
approach
a
p
p
r
o
a
c
h
-
Appropriate
A
p
p
r
o
p
r
i
a
t
e
drag
d
r
a
g
and
a
n
d
inertia
i
n
e
r
t
i
a
coeDicients
c
o
e
D
i
c
i
e
n
t
s
for
f
o
r
the
t
h
e
selected
s
e
l
e
c
t
e
d
method
m
e
t
h
o
d
shall
s
h
a
l
l
be
b
e
applied.
a
p
p
l
i
e
d
.
EDects
E
D
e
c
t
s
of
o
f
marine
m
a
r
i
n
e
growth
g
r
o
w
t
h
shall
s
h
a
l
l
be
b
e
included,
i
n
c
l
u
d
e
d
,
if
i
f
applicable.
a
p
p
l
i
c
a
b
l
e
.
Recognized
R
e
c
o
g
n
i
z
e
d
principles
p
r
i
n
c
i
p
l
e
s
shall
s
h
a
l
l
be
b
e
applied
a
p
p
l
i
e
d
to
t
o
assess
a
s
s
e
s
s
possible
p
o
s
s
i
b
l
e
drag
d
r
a
g
magnification
m
a
g
n
i
fi
c
a
t
i
o
n
due
d
u
e
to
t
o
VIV.
V
I
V
.
-
The
T
h
e
global
g
l
o
b
a
l
cross-sectional
c
r
o
s
s
-
s
e
c
t
i
o
n
a
l
properties
p
r
o
p
e
r
t
i
e
s
shall
s
h
a
l
l
be
b
e
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
of
o
f
the
t
h
e
stiDness
s
t
i
D
n
e
s
s
and
a
n
d
damping
d
a
m
p
i
n
g
properties
p
r
o
p
e
r
t
i
e
s
of
o
f
the
t
h
e
actual
a
c
t
u
a
l
umbilical
u
m
b
i
l
i
c
a
l
cross-section.
c
r
o
s
s
-
s
e
c
t
i
o
n
.
-
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
shall
s
h
a
l
l
be
b
e
modeled
m
o
d
e
l
e
d
with
w
i
t
h
a
a
suDicient
s
u
D
i
c
i
e
n
t
number
n
u
m
b
e
r
of
o
f
elements
e
l
e
m
e
n
t
s
to
t
o
represent
r
e
p
r
e
s
e
n
t
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
loading
l
o
a
d
i
n
g
and
a
n
d
structural
s
t
r
u
c
t
u
r
a
l
response,
r
e
s
p
o
n
s
e
,
and
a
n
d
to
t
o
resolve
r
e
s
o
l
v
e
load
l
o
a
d
eDects
e
D
e
c
t
s
in
i
n
all
a
l
l
critical
c
r
i
t
i
c
a
l
areas.
a
r
e
a
s
.
Time
T
i
m
e
and/or
a
n
d
/
o
r
frequency
f
r
e
q
u
e
n
c
y
discretization
d
i
s
c
r
e
t
i
z
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
verified
v
e
r
i
fi
e
d
to
t
o
ensure
e
n
s
u
r
e
that
t
h
a
t
the
t
h
e
desired
d
e
s
i
r
e
d
accuracy
a
c
c
u
r
a
c
y
is
i
s
obtained.
o
b
t
a
i
n
e
d
.
The
T
h
e
principles
p
r
i
n
c
i
p
l
e
s
for
f
o
r
model
m
o
d
e
l
validation
v
a
l
i
d
a
t
i
o
n
as
a
s
outlined
o
u
t
l
i
n
e
d
in
i
n
Annex
A
n
n
e
x
C,
C
,
Appendix
A
p
p
e
n
d
i
x
F
F
of
o
f
DNV
D
N
V
OS-F201,
O
S
-
F
2
0
1
,
or
o
r
equivalent
e
q
u
i
v
a
l
e
n
t
may
m
a
y
be
b
e
applied.
a
p
p
l
i
e
d
.
-
Sensitivity
S
e
n
s
i
t
i
v
i
t
y
studies
s
t
u
d
i
e
s
should
s
h
o
u
l
d
be
b
e
considered
c
o
n
s
i
d
e
r
e
d
to
t
o
investigate
i
n
v
e
s
t
i
g
a
t
e
the
t
h
e
influence
i
n
fl
u
e
n
c
e
of
o
f
uncertain
u
n
c
e
r
t
a
i
n
system
s
y
s
t
e
m
parameters
p
a
r
a
m
e
t
e
r
s
(e.g.
(
e
.
g
.
soil
s
o
i
l
data,
d
a
t
a
,
hydrodynamic
h
y
d
r
o
d
y
n
a
m
i
c
coeDicients,
c
o
e
D
i
c
i
e
n
t
s
,
marine
m
a
r
i
n
e
growth,
g
r
o
w
t
h
,
structural
s
t
r
u
c
t
u
r
a
l
damping
d
a
m
p
i
n
g
and
a
n
d
stiDness,
s
t
i
D
n
e
s
s
,
host
h
o
s
t
draft,
d
r
a
f
t
,
current
c
u
r
r
e
n
t
modeling
m
o
d
e
l
i
n
g
in
i
n
fatigue
f
a
t
i
g
u
e
analysis,
a
n
a
l
y
s
i
s
,
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
etc
e
t
c
).
)
.
The
T
h
e
main
m
a
i
n
purpose
p
u
r
p
o
s
e
is
i
s
to
t
o
quantify
q
u
a
n
t
i
f
y
model
m
o
d
e
l
uncertainties,
u
n
c
e
r
t
a
i
n
t
i
e
s
,
support
s
u
p
p
o
r
t
rational,
r
a
t
i
o
n
a
l
,
conservative
c
o
n
s
e
r
v
a
t
i
v
e
assumptions,
a
s
s
u
m
p
t
i
o
n
s
,
and
a
n
d
identify
i
d
e
n
t
i
f
y
areas
a
r
e
a
s
where
w
h
e
r
e
a
a
more
m
o
r
e
thorough
t
h
o
r
o
u
g
h
investigation
i
n
v
e
s
t
i
g
a
t
i
o
n
is
i
s
needed.
n
e
e
d
e
d
.
-
Any
A
n
y
use
u
s
e
of
o
f
simplified
s
i
m
p
l
i
fi
e
d
modeling
m
o
d
e
l
i
n
g
and/or
a
n
d
/
o
r
analysis
a
n
a
l
y
s
i
s
techniques
t
e
c
h
n
i
q
u
e
s
shall
s
h
a
l
l
be
b
e
verified
v
e
r
i
fi
e
d
by
b
y
more
m
o
r
e
advanced
a
d
v
a
n
c
e
d
modeling
m
o
d
e
l
i
n
g
and/or
a
n
d
/
o
r
analyses
a
n
a
l
y
s
e
s
for
f
o
r
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
(critical)
(
c
r
i
t
i
c
a
l
)
load
l
o
a
d
cases.
c
a
s
e
s
.
For
F
o
r
further
f
u
r
t
h
e
r
details,
d
e
t
a
i
l
s
,
see
s
e
e
Annex
A
n
n
e
x
C.
C
.
6.3.3
6
.
3
.
3
On-Bottom
O
n
-
B
o
t
t
o
m
Stability
S
t
a
b
i
l
i
t
y
Analysis
A
n
a
l
y
s
i
s
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
to
t
o
be
b
e
suDiciently
s
u
D
i
c
i
e
n
t
l
y
stable,
s
t
a
b
l
e
,
when
w
h
e
n
laid
l
a
i
d
on
o
n
the
t
h
e
seabed,
s
e
a
b
e
d
,
to
t
o
meet
m
e
e
t
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
Section
S
e
c
t
i
o
n
4.
4
.
The
T
h
e
need
n
e
e
d
for
f
o
r
additional
a
d
d
i
t
i
o
n
a
l
ballast
b
a
l
l
a
s
t
and
a
n
d
impact
i
m
p
a
c
t
on
o
n
other
o
t
h
e
r
installation
i
n
s
t
a
l
l
a
t
i
o
n
activities
a
c
t
i
v
i
t
i
e
s
shall
s
h
a
l
l
be
b
e
evaluated,
e
v
a
l
u
a
t
e
d
,
if
i
f
required.
r
e
q
u
i
r
e
d
.
DNVRP-F109
D
N
V
R
P
-
F
1
0
9
is
i
s
an
a
n
example
e
x
a
m
p
l
e
of
o
f
a
a
standard
s
t
a
n
d
a
r
d
suitable
s
u
i
t
a
b
l
e
for
f
o
r
assessing
a
s
s
e
s
s
i
n
g
the
t
h
e
lateral
l
a
t
e
r
a
l
stability
s
t
a
b
i
l
i
t
y
of
o
f
umbilicals
u
m
b
i
l
i
c
a
l
s
exposed
e
x
p
o
s
e
d
to
t
o
current
c
u
r
r
e
n
t
and
a
n
d
wave
w
a
v
e
loading.
l
o
a
d
i
n
g
.
6.3.4
6
.
3
.
4
Pull-out
P
u
l
l
-
o
u
t
Analysis
A
n
a
l
y
s
i
s
Routing
R
o
u
t
i
n
g
of
o
f
the
t
h
e
umbilicals
u
m
b
i
l
i
c
a
l
s
on
o
n
the
t
h
e
seabed
s
e
a
b
e
d
often
o
f
t
e
n
requires
r
e
q
u
i
r
e
s
that
t
h
a
t
static
s
t
a
t
i
c
service
s
e
r
v
i
c
e
umbilicals
u
m
b
i
l
i
c
a
l
s
are
a
r
e
arranged
a
r
r
a
n
g
e
d
in
i
n
a
a
predefined,
p
r
e
d
e
fi
n
e
d
,
curved
c
u
r
v
e
d
configuration.
c
o
n
fi
g
u
r
a
t
i
o
n
.
Pull-out
P
u
l
l
-
o
u
t
analyses
a
n
a
l
y
s
e
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
document
d
o
c
u
m
e
n
t
that
t
h
a
t
the
t
h
e
geometry
g
e
o
m
e
t
r
y
of
o
f
curved
c
u
r
v
e
d
on-bottom
o
n
-
b
o
t
t
o
m
sections
s
e
c
t
i
o
n
s
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
remains
r
e
m
a
i
n
s
stable
s
t
a
b
l
e
for
f
o
r
the
t
h
e
maximum
m
a
x
i
m
u
m
apparent
a
p
p
a
r
e
n
t
eDective
e
D
e
c
t
i
v
e
tension
t
e
n
s
i
o
n
in
i
n
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
It
I
t
shall
s
h
a
l
l
be
b
e
documented
d
o
c
u
m
e
n
t
e
d
that
t
h
a
t
the
t
h
e
axial
a
x
i
a
l
and
a
n
d
sideways
s
i
d
e
w
a
y
s
soil
s
o
i
l
resistance
r
e
s
i
s
t
a
n
c
e
is
i
s
suDicient
s
u
D
i
c
i
e
n
t
to
t
o
support
s
u
p
p
o
r
t
the
t
h
e
tension
t
e
n
s
i
o
n
in
i
n
a
a
curved,
c
u
r
v
e
d
,
on-bottom
o
n
-
b
o
t
t
o
m
configuration.
c
o
n
fi
g
u
r
a
t
i
o
n
.
Static
S
t
a
t
i
c
analyses
a
n
a
l
y
s
e
s
using
u
s
i
n
g
analytical
a
n
a
l
y
t
i
c
a
l
expressions
e
x
p
r
e
s
s
i
o
n
s
for
f
o
r
the
t
h
e
holding
h
o
l
d
i
n
g
capacity
c
a
p
a
c
i
t
y
of
o
f
straight
s
t
r
a
i
g
h
t
and
a
n
d
curved
c
u
r
v
e
d
umbilical
u
m
b
i
l
i
c
a
l
sections
s
e
c
t
i
o
n
s
as
a
s
given
g
i
v
e
n
in
i
n
DNV
D
N
V
RP-F109
R
P
-
F
1
0
9
should
s
h
o
u
l
d
be
b
e
applied.
a
p
p
l
i
e
d
.
Sensitivity
S
e
n
s
i
t
i
v
i
t
y
studies
s
t
u
d
i
e
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
support
s
u
p
p
o
r
t
rational,
r
a
t
i
o
n
a
l
,
conservative
c
o
n
s
e
r
v
a
t
i
v
e
assumptions
a
s
s
u
m
p
t
i
o
n
s
for
f
o
r
the
t
h
e
governing
g
o
v
e
r
n
i
n
g
parameters
p
a
r
a
m
e
t
e
r
s
(e.g.
(
e
.
g
.
soil
s
o
i
l
friction
f
r
i
c
t
i
o
n
coeDicients
c
o
e
D
i
c
i
e
n
t
s
and
a
n
d
submerged
s
u
b
m
e
r
g
e
d
weight).
w
e
i
g
h
t
)
.
Pull-out
P
u
l
l
-
o
u
t
analyses
a
n
a
l
y
s
e
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
assess
a
s
s
e
s
s
the
t
h
e
capacity
c
a
p
a
c
i
t
y
of
o
f
the
t
h
e
seabed
s
e
a
b
e
d
portion
p
o
r
t
i
o
n
of
o
f
an
a
n
in-place
i
n
-
p
l
a
c
e
dynamic
d
y
n
a
m
i
c
service
s
e
r
v
i
c
e
umbilical
u
m
b
i
l
i
c
a
l
system,
s
y
s
t
e
m
,
in
i
n
terms
t
e
r
m
s
of
o
f
its
i
t
s
ability
a
b
i
l
i
t
y
to
t
o
absorb
a
b
s
o
r
b
the
t
h
e
bottom
b
o
t
t
o
m
tension
t
e
n
s
i
o
n
generated
g
e
n
e
r
a
t
e
d
by
b
y
the
t
h
e
dynamic
d
y
n
a
m
i
c
part
p
a
r
t
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
system.
s
y
s
t
e
m
.
Pull-out
P
u
l
l
-
o
u
t
analyses
a
n
a
l
y
s
e
s
shall
s
h
a
l
l
also
a
l
s
o
be
b
e
conducted
c
o
n
d
u
c
t
e
d
to
t
o
document
d
o
c
u
m
e
n
t
the
t
h
e
stability
s
t
a
b
i
l
i
t
y
of
o
f
curved
c
u
r
v
e
d
sections
s
e
c
t
i
o
n
s
during
d
u
r
i
n
g
lay
l
a
y
installations.
i
n
s
t
a
l
l
a
t
i
o
n
s
.
6.3.5
6
.
3
.
5
Vortex-induced
V
o
r
t
e
x
-
i
n
d
u
c
e
d
Vibration
V
i
b
r
a
t
i
o
n
Analysis
A
n
a
l
y
s
i
s
The
T
h
e
eDect
e
D
e
c
t
of
o
f
vortex-induced
v
o
r
t
e
x
-
i
n
d
u
c
e
d
vibration
v
i
b
r
a
t
i
o
n
(VIV)
(
V
I
V
)
shall
s
h
a
l
l
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
for
f
o
r
all
a
l
l
umbilicals
u
m
b
i
l
i
c
a
l
s
exposed
e
x
p
o
s
e
d
to
t
o
current
c
u
r
r
e
n
t
and/or
a
n
d
/
o
r
waves.
w
a
v
e
s
.
For
F
o
r
cases
c
a
s
e
s
where
w
h
e
r
e
VIV
V
I
V
is
i
s
likely
l
i
k
e
l
y
to
t
o
represent
r
e
p
r
e
s
e
n
t
a
a
design
d
e
s
i
g
n
problem,
p
r
o
b
l
e
m
,
refined
r
e
fi
n
e
d
assessment
a
s
s
e
s
s
m
e
n
t
according
a
c
c
o
r
d
i
n
g
to
t
o
the
t
h
e
methods
m
e
t
h
o
d
s
outlined
o
u
t
l
i
n
e
d
in
i
n
this
t
h
i
s
section
s
e
c
t
i
o
n
is
i
s
required.
r
e
q
u
i
r
e
d
.
The
T
h
e
requirementfor
r
e
q
u
i
r
e
m
e
n
t
f
o
r
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
assessed
a
s
s
e
s
s
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
5.6.
5
.
6
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
In
I
n
most
m
o
s
t
cases,
c
a
s
e
s
,
the
t
h
e
focus
f
o
c
u
s
of
o
f
this
t
h
i
s
assessmentis
a
s
s
e
s
s
m
e
n
t
i
s
to
t
o
evaluate
e
v
a
l
u
a
t
e
whether
w
h
e
t
h
e
r
the
t
h
e
fatigue
f
a
t
i
g
u
e
capacity
c
a
p
a
c
i
t
y
is
i
s
suDicient.
s
u
D
i
c
i
e
n
t
.
Accordingly,
A
c
c
o
r
d
i
n
g
l
y
,
a
a
simplified
s
i
m
p
l
i
fi
e
d
conservative
c
o
n
s
e
r
v
a
t
i
v
e
VIV
V
I
V
analysis
a
n
a
l
y
s
i
s
suDices
s
u
D
i
c
e
s
if
i
f
the
t
h
e
resulting
r
e
s
u
l
t
i
n
g
fatigue
f
a
t
i
g
u
e
damage
d
a
m
a
g
e
is
i
s
within
w
i
t
h
i
n
the
t
h
e
tolerated
t
o
l
e
r
a
t
e
d
limit.
l
i
m
i
t
.
If
I
f
the
t
h
e
simplified
s
i
m
p
l
i
fi
e
d
analysis
a
n
a
l
y
s
i
s
indicates
i
n
d
i
c
a
t
e
s
insuDicient
i
n
s
u
D
i
c
i
e
n
t
fatigue
f
a
t
i
g
u
e
capacity,
c
a
p
a
c
i
t
y
,
more
m
o
r
e
sophisticated
s
o
p
h
i
s
t
i
c
a
t
e
d
methods
m
e
t
h
o
d
s
should
s
h
o
u
l
d
be
b
e
chosen.
c
h
o
s
e
n
.
The
T
h
e
method
m
e
t
h
o
d
should
s
h
o
u
l
d
be
b
e
chosen
c
h
o
s
e
n
according
a
c
c
o
r
d
i
n
g
to
t
o
the
t
h
e
specific
s
p
e
c
i
fi
c
case
c
a
s
e
investigated.
i
n
v
e
s
t
i
g
a
t
e
d
.
Important
I
m
p
o
r
t
a
n
t
parameters
p
a
r
a
m
e
t
e
r
s
for
f
o
r
VIV
V
I
V
response
r
e
s
p
o
n
s
e
are
a
r
e
cross-sectional
c
r
o
s
s
-
s
e
c
t
i
o
n
a
l
diameter,
d
i
a
m
e
t
e
r
,
mass,
m
a
s
s
,
damping,
d
a
m
p
i
n
g
,
bending
b
e
n
d
i
n
g
stiDness,
s
t
i
D
n
e
s
s
,
and
a
n
d
eDective
e
D
e
c
t
i
v
e
tension.
t
e
n
s
i
o
n
.
Mass
M
a
s
s
ratio,
r
a
t
i
o
,
reduced
r
e
d
u
c
e
d
damping,
d
a
m
p
i
n
g
,
and
a
n
d
numberof
n
u
m
b
e
r
o
f
natural
n
a
t
u
r
a
l
frequencies
f
r
e
q
u
e
n
c
i
e
s
within
w
i
t
h
i
n
the
t
h
e
bandwidth
b
a
n
d
w
i
d
t
h
of
o
f
the
t
h
e
vortex
v
o
r
t
e
x
shedding
s
h
e
d
d
i
n
g
frequency
f
r
e
q
u
e
n
c
y
can
c
a
n
be
b
e
important
i
m
p
o
r
t
a
n
t
for
f
o
r
a
a
determination
d
e
t
e
r
m
i
n
a
t
i
o
n
of
o
f
lock-in
l
o
c
k
-
i
n
behavior
b
e
h
a
v
i
o
r
and
a
n
d
VIV
V
I
V
amplitude.
a
m
p
l
i
t
u
d
e
.
Methodology
M
e
t
h
o
d
o
l
o
g
y
for
f
o
r
the
t
h
e
prediction
p
r
e
d
i
c
t
i
o
n
of
o
f
fatigue
f
a
t
i
g
u
e
damage
d
a
m
a
g
e
due
d
u
e
to
t
o
VIV
V
I
V
on
o
n
other
o
t
h
e
r
slender
s
l
e
n
d
e
r
elements,
e
l
e
m
e
n
t
s
,
such
s
u
c
h
as
a
s
pipelines
p
i
p
e
l
i
n
e
s
and
a
n
d
risers,
r
i
s
e
r
s
,
may
m
a
y
be
b
e
applied,
a
p
p
l
i
e
d
,
with
w
i
t
h
special
s
p
e
c
i
a
l
attention
a
t
t
e
n
t
i
o
n
to
t
o
umbilical-specific
u
m
b
i
l
i
c
a
l
-
s
p
e
c
i
fi
c
properties.
p
r
o
p
e
r
t
i
e
s
.
In
I
n
particular,
p
a
r
t
i
c
u
l
a
r
,
cross-sectional
c
r
o
s
s
-
s
e
c
t
i
o
n
a
l
stiDness
s
t
i
D
n
e
s
s
and
a
n
d
damping
d
a
m
p
i
n
g
properties
p
r
o
p
e
r
t
i
e
s
shall
s
h
a
l
l
be
b
e
selected
s
e
l
e
c
t
e
d
to
t
o
represent
r
e
p
r
e
s
e
n
t
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
VIV
V
I
V
(typically
(
t
y
p
i
c
a
l
l
y
small
s
m
a
l
l
amplitude)
a
m
p
l
i
t
u
d
e
)
response.
r
e
s
p
o
n
s
e
.
In
I
n
most
m
o
s
t
cases,
c
a
s
e
s
,
VIV
V
I
V
analyses
a
n
a
l
y
s
e
s
are
a
r
e
carried
c
a
r
r
i
e
d
out
o
u
t
using
u
s
i
n
g
a
a
modal
m
o
d
a
l
approach.
a
p
p
r
o
a
c
h
.
The
T
h
e
eigenmodes/
e
i
g
e
n
m
o
d
e
s
/
eigenfrequencies
e
i
g
e
n
f
r
e
q
u
e
n
c
i
e
s
applied
a
p
p
l
i
e
d
in
i
n
such
s
u
c
h
analyses
a
n
a
l
y
s
e
s
shall
s
h
a
l
l
reflect
r
e
fl
e
c
t
the
t
h
e
physical
p
h
y
s
i
c
a
l
umbilical
u
m
b
i
l
i
c
a
l
configuration
c
o
n
fi
g
u
r
a
t
i
o
n
(i.e.
(
i
.
e
.
geometrical
g
e
o
m
e
t
r
i
c
a
l
configuration,
c
o
n
fi
g
u
r
a
t
i
o
n
,
tension,
t
e
n
s
i
o
n
,
boundary
b
o
u
n
d
a
r
y
conditions,
c
o
n
d
i
t
i
o
n
s
,
etc.).
e
t
c
.
)
.
The
T
h
e
number
n
u
m
b
e
r
of
o
f
modes
m
o
d
e
s
shall
s
h
a
l
l
be
b
e
suDicient
s
u
D
i
c
i
e
n
t
to
t
o
determine
d
e
t
e
r
m
i
n
e
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
response
r
e
s
p
o
n
s
e
at
a
t
the
t
h
e
highest
h
i
g
h
e
s
t
VIV
V
I
V
frequency.
f
r
e
q
u
e
n
c
y
.
For
F
o
r
further
f
u
r
t
h
e
r
guidance
g
u
i
d
a
n
c
e
on
o
n
VIV
V
I
V
analysis
a
n
a
l
y
s
i
s
methodology,
m
e
t
h
o
d
o
l
o
g
y
,
reference
r
e
f
e
r
e
n
c
e
can
c
a
n
be
b
e
made
m
a
d
e
to
t
o
API
A
P
I
2RD,
2
R
D
,
DNV
D
N
V
RP-F204,
R
P
-
F
2
0
4
,
or
o
r
other
o
t
h
e
r
recognized
r
e
c
o
g
n
i
z
e
d
industry
i
n
d
u
s
t
r
y
standards.
s
t
a
n
d
a
r
d
s
.
The
T
h
e
internal
i
n
t
e
r
n
a
l
frictional
f
r
i
c
t
i
o
n
a
l
stresses
s
t
r
e
s
s
e
s
between
b
e
t
w
e
e
n
components
c
o
m
p
o
n
e
n
t
s
within
w
i
t
h
i
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
should
s
h
o
u
l
d
be
b
e
accounted
a
c
c
o
u
n
t
e
d
for
f
o
r
in
i
n
VIV
V
I
V
analysis.
a
n
a
l
y
s
i
s
.
The
T
h
e
increase
i
n
c
r
e
a
s
e
in
i
n
the
t
h
e
drag
d
r
a
g
coeDicient
c
o
e
D
i
c
i
e
n
t
due
d
u
e
to
t
o
cross-flow
c
r
o
s
s
-
fl
o
w
VIV
V
I
V
for
f
o
r
application
a
p
p
l
i
c
a
t
i
o
n
in
i
n
global
g
l
o
b
a
l
response
r
e
s
p
o
n
s
e
analyses
a
n
a
l
y
s
e
s
may
m
a
y
be
b
e
estimated
e
s
t
i
m
a
t
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
DNV
D
N
V
RP-F203.
R
P
-
F
2
0
3
.
lf
l
f
vortex-suppression
v
o
r
t
e
x
-
s
u
p
p
r
e
s
s
i
o
n
devices
d
e
v
i
c
e
s
are
a
r
e
used
u
s
e
d
for
f
o
r
the
t
h
e
mitigation
m
i
t
i
g
a
t
i
o
n
of
o
f
VIV,
V
I
V
,
their
t
h
e
i
r
eDiciency
e
D
i
c
i
e
n
c
y
shall
s
h
a
l
l
be
b
e
qualified.
q
u
a
l
i
fi
e
d
.
In
I
n
most
m
o
s
t
cases,
c
a
s
e
s
,
vortex-suppression
v
o
r
t
e
x
-
s
u
p
p
r
e
s
s
i
o
n
devices
d
e
v
i
c
e
s
increase
i
n
c
r
e
a
s
e
the
t
h
e
in-line
i
n
-
l
i
n
e
drag
d
r
a
g
of
o
f
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
This
T
h
i
s
shall
s
h
a
l
l
be
b
e
accounted
a
c
c
o
u
n
t
e
d
for
f
o
r
in
i
n
other
o
t
h
e
r
design
d
e
s
i
g
n
analyses,
a
n
a
l
y
s
e
s
,
such
s
u
c
h
as
a
s
global
g
l
o
b
a
l
load-
l
o
a
d
-
eDect
e
D
e
c
t
analyses.
a
n
a
l
y
s
e
s
.
The
T
h
e
system
s
y
s
t
e
m
design
d
e
s
i
g
n
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
a
a
check
c
h
e
c
k
of
o
f
possible
p
o
s
s
i
b
l
e
interference
i
n
t
e
r
f
e
r
e
n
c
e
with
w
i
t
h
other
o
t
h
e
r
adjacent
a
d
j
a
c
e
n
t
structures
s
t
r
u
c
t
u
r
e
s
(e.g.
(
e
.
g
.
host
h
o
s
t
hull,
h
u
l
l
,
mooring
m
o
o
r
i
n
g
lines,
l
i
n
e
s
,
risers,
r
i
s
e
r
s
,
umbilicals,
u
m
b
i
l
i
c
a
l
s
,
or
o
r
any
a
n
y
other
o
t
h
e
r
obstacles).
o
b
s
t
a
c
l
e
s
)
.
Critical
C
r
i
t
i
c
a
l
loading
l
o
a
d
i
n
g
conditions
c
o
n
d
i
t
i
o
n
s
are
a
r
e
normally
n
o
r
m
a
l
l
y
governed
g
o
v
e
r
n
e
d
by
b
y
extreme
e
x
t
r
e
m
e
current
c
u
r
r
e
n
t
events.
e
v
e
n
t
s
.
The
T
h
e
interference
i
n
t
e
r
f
e
r
e
n
c
e
assessment
a
s
s
e
s
s
m
e
n
t
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
relevant
r
e
l
e
v
a
n
t
installation
i
n
s
t
a
l
l
a
t
i
o
n
scenarios.
s
c
e
n
a
r
i
o
s
.
Normal
N
o
r
m
a
l
operation,
o
p
e
r
a
t
i
o
n
,
as
a
s
well
w
e
l
l
as
a
s
accidental
a
c
c
i
d
e
n
t
a
l
scenarios,
s
c
e
n
a
r
i
o
s
,
shall
s
h
a
l
l
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
for
f
o
r
the
t
h
e
in-place
i
n
-
p
l
a
c
e
condition.
c
o
n
d
i
t
i
o
n
.
Interference
I
n
t
e
r
f
e
r
e
n
c
e
analysis
a
n
a
l
y
s
i
s
requires
r
e
q
u
i
r
e
s
information
i
n
f
o
r
m
a
t
i
o
n
on
o
n
the
t
h
e
entire
e
n
t
i
r
e
host/umbilical/riser/mooring
h
o
s
t
/
u
m
b
i
l
i
c
a
l
/
r
i
s
e
r
/
m
o
o
r
i
n
g
system,
s
y
s
t
e
m
,
and
a
n
d
it
i
t
is
i
s
the
t
h
e
purchaser's
p
u
r
c
h
a
s
e
r
'
s
responsibility
r
e
s
p
o
n
s
i
b
i
l
i
t
y
to
t
o
provide
p
r
o
v
i
d
e
the
t
h
e
required
r
e
q
u
i
r
e
d
information.
i
n
f
o
r
m
a
t
i
o
n
.
The
T
h
e
responsibility
r
e
s
p
o
n
s
i
b
i
l
i
t
y
to
t
o
carry
c
a
r
r
y
out
o
u
t
the
t
h
e
analysis
a
n
a
l
y
s
i
s
is
i
s
defined
d
e
fi
n
e
d
in
i
n
Annex
A
n
n
e
x
B
B
(see
(
s
e
e
Table
T
a
b
l
e
B.2).
B
.
2
)
.
The
T
h
e
basic
b
a
s
i
c
design
d
e
s
i
g
n
strategy
s
t
r
a
t
e
g
y
should
s
h
o
u
l
d
be
b
e
that
t
h
a
t
no
n
o
impact
i
m
p
a
c
t
with
w
i
t
h
other
o
t
h
e
r
structures
s
t
r
u
c
t
u
r
e
s
is
i
s
allowed.
a
l
l
o
w
e
d
.
In
I
n
this
t
h
i
s
case,
c
a
s
e
,
interference
i
n
t
e
r
f
e
r
e
n
c
e
analyses
a
n
a
l
y
s
e
s
shall
s
h
a
l
l
document
d
o
c
u
m
e
n
t
suDicient
s
u
D
i
c
i
e
n
t
spacing
s
p
a
c
i
n
g
between
b
e
t
w
e
e
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
and
a
n
d
adjacent
a
d
j
a
c
e
n
t
structures
s
t
r
u
c
t
u
r
e
s
for
f
o
r
all
a
l
l
critical-load
c
r
i
t
i
c
a
l
-
l
o
a
d
cases.
c
a
s
e
s
.
Due
D
u
e
regard
r
e
g
a
r
d
shall
s
h
a
l
l
be
b
e
given
g
i
v
e
n
to
t
o
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
hydrodynamic
h
y
d
r
o
d
y
n
a
m
i
c
interaction
i
n
t
e
r
a
c
t
i
o
n
in
i
n
terms
t
e
r
m
s
of
o
f
wake
w
a
k
e
eDects
e
D
e
c
t
s
on
o
n
the
t
h
e
downstream
d
o
w
n
s
t
r
e
a
m
configuration
c
o
n
fi
g
u
r
a
t
i
o
n
(i.e.
(
i
.
e
.
reduced
r
e
d
u
c
e
d
drag
d
r
a
g
force
f
o
r
c
e
and
a
n
d
non-zero
n
o
n
-
z
e
r
o
lift
l
i
f
t
force
f
o
r
c
e
as
a
s
a
a
function
f
u
n
c
t
i
o
n
of
o
f
distance
d
i
s
t
a
n
c
e
from
f
r
o
m
upstream
u
p
s
t
r
e
a
m
configuration).
c
o
n
fi
g
u
r
a
t
i
o
n
)
.
EDects
E
D
e
c
t
s
from
f
r
o
m
possible
p
o
s
s
i
b
l
e
VIV
V
I
V
on
o
n
the
t
h
e
drag
d
r
a
g
coeDicients
c
o
e
D
i
c
i
e
n
t
s
for
f
o
r
the
t
h
e
upstream
u
p
s
t
r
e
a
m
and
a
n
d
downstream
d
o
w
n
s
t
r
e
a
m
configurations
c
o
n
fi
g
u
r
a
t
i
o
n
s
shall
s
h
a
l
l
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
and
a
n
d
implemented
i
m
p
l
e
m
e
n
t
e
d
in
i
n
a
a
conservative
c
o
n
s
e
r
v
a
t
i
v
e
way
w
a
y
supported
s
u
p
p
o
r
t
e
d
by
b
y
sensitivity
s
e
n
s
i
t
i
v
i
t
y
studies.
s
t
u
d
i
e
s
.
The
T
h
e
minimum
m
i
n
i
m
u
m
clearance
c
l
e
a
r
a
n
c
e
between
b
e
t
w
e
e
n
two
t
w
o
adjacent
a
d
j
a
c
e
n
t
slender
s
l
e
n
d
e
r
structures
s
t
r
u
c
t
u
r
e
s
should
s
h
o
u
l
d
be
b
e
greater
g
r
e
a
t
e
r
than
t
h
a
n
D
D
1
1
+
+
D
D
2,
2
,
where
w
h
e
r
e
D
D
1
1
and
a
n
d
D
D
2
2
are
a
r
e
the
t
h
e
outer
o
u
t
e
r
diameters
d
i
a
m
e
t
e
r
s
of
o
f
the
t
h
e
slender
s
l
e
n
d
e
r
structures.
s
t
r
u
c
t
u
r
e
s
.
Umbilicals
U
m
b
i
l
i
c
a
l
s
in
i
n
dynamic
d
y
n
a
m
i
c
service
s
e
r
v
i
c
e
operated
o
p
e
r
a
t
e
d
from
f
r
o
m
hosts
h
o
s
t
s
are
a
r
e
normally
n
o
r
m
a
l
l
y
placed
p
l
a
c
e
d
close
c
l
o
s
e
to
t
o
other
o
t
h
e
r
dynamic
d
y
n
a
m
i
c
structures,
s
t
r
u
c
t
u
r
e
s
,
such
s
u
c
h
as
a
s
risers.
r
i
s
e
r
s
.
The
T
h
e
static
s
t
a
t
i
c
and
a
n
d
dynamic
d
y
n
a
m
i
c
response
r
e
s
p
o
n
s
e
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
of
o
f
the
t
h
e
adjacent
a
d
j
a
c
e
n
t
slender
s
l
e
n
d
e
r
structures
s
t
r
u
c
t
u
r
e
s
should
s
h
o
u
l
d
be
b
e
as
a
s
similar
s
i
m
i
l
a
r
as
a
s
possible
p
o
s
s
i
b
l
e
to
t
o
avoid
a
v
o
i
d
interference.
i
n
t
e
r
f
e
r
e
n
c
e
.
This
T
h
i
s
may
m
a
y
be
b
e
accomplished,
a
c
c
o
m
p
l
i
s
h
e
d
,
to
t
o
some
s
o
m
e
extent,
e
x
t
e
n
t
,
by
b
y
assigning
a
s
s
i
g
n
i
n
g
a
a
common
c
o
m
m
o
n
target
t
a
r
g
e
t
value
v
a
l
u
e
for
f
o
r
the
t
h
e
weight-diameter
w
e
i
g
h
t
-
d
i
a
m
e
t
e
r
ratio
r
a
t
i
o
for
f
o
r
the
t
h
e
adjacent
a
d
j
a
c
e
n
t
slender
s
l
e
n
d
e
r
structures.
s
t
r
u
c
t
u
r
e
s
.
The
T
h
e
weight-diameter
w
e
i
g
h
t
-
d
i
a
m
e
t
e
r
ratio
r
a
t
i
o
is
i
s
defined
d
e
fi
n
e
d
as
a
s
y
y
-
-
W/D,
W
/
D
,
where
w
h
e
r
e
W
W
is
i
s
the
t
h
e
submerged
s
u
b
m
e
r
g
e
d
weight
w
e
i
g
h
t
per
p
e
r
unit
u
n
i
t
length
l
e
n
g
t
h
and
a
n
d
D
D
is
i
s
the
t
h
e
outer
o
u
t
e
r
diameter.
d
i
a
m
e
t
e
r
.
It
I
t
should
s
h
o
u
l
d
be
b
e
noted
n
o
t
e
d
that
t
h
a
t
the
t
h
e
weight-diameter
w
e
i
g
h
t
-
d
i
a
m
e
t
e
r
ratio
r
a
t
i
o
can
c
a
n
be
b
e
significantly
s
i
g
n
i
fi
c
a
n
t
l
y
influenced
i
n
fl
u
e
n
c
e
d
by
b
y
variable
v
a
r
i
a
b
l
e
functional
f
u
n
c
t
i
o
n
a
l
loading
l
o
a
d
i
n
g
due
d
u
e
to,
t
o
,
for
f
o
r
example,
e
x
a
m
p
l
e
,
marine
m
a
r
i
n
e
growth
g
r
o
w
t
h
and
a
n
d
the
t
h
e
internal
i
n
t
e
r
n
a
l
fluid
fl
u
i
d
content
c
o
n
t
e
n
t
of
o
f
risers.
r
i
s
e
r
s
.
Sensitivity
S
e
n
s
i
t
i
v
i
t
y
studies
s
t
u
d
i
e
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
support
s
u
p
p
o
r
t
assumptions
a
s
s
u
m
p
t
i
o
n
s
regarding
r
e
g
a
r
d
i
n
g
functional
f
u
n
c
t
i
o
n
a
l
loading
l
o
a
d
i
n
g
for
f
o
r
application
a
p
p
l
i
c
a
t
i
o
n
in
i
n
interference
i
n
t
e
r
f
e
r
e
n
c
e
analyses.
a
n
a
l
y
s
e
s
.
Account
A
c
c
o
u
n
t
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
of
o
f
installation
i
n
s
t
a
l
l
a
t
i
o
n
tolerances
t
o
l
e
r
a
n
c
e
s
and
a
n
d
length
l
e
n
g
t
h
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
tolerances.
t
o
l
e
r
a
n
c
e
s
.
The
T
h
e
same
s
a
m
e
basis
b
a
s
i
s
for
f
o
r
selection
s
e
l
e
c
t
i
o
n
of
o
f
drag
d
r
a
g
coeDicients
c
o
e
D
i
c
i
e
n
t
s
shall
s
h
a
l
l
be
b
e
applied
a
p
p
l
i
e
d
for
f
o
r
umbilicals
u
m
b
i
l
i
c
a
l
s
and
a
n
d
neighboring
n
e
i
g
h
b
o
r
i
n
g
risers
r
i
s
e
r
s
that
t
h
a
t
can
c
a
n
interfere
i
n
t
e
r
f
e
r
e
with
w
i
t
h
each
e
a
c
h
other.
o
t
h
e
r
.
It
I
t
is
i
s
the
t
h
e
responsibility
r
e
s
p
o
n
s
i
b
i
l
i
t
y
of
o
f
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
to
t
o
ensure
e
n
s
u
r
e
that
t
h
a
t
there
t
h
e
r
e
is
i
s
suDicient
s
u
D
i
c
i
e
n
t
distance
d
i
s
t
a
n
c
e
in
i
n
instances
i
n
s
t
a
n
c
e
s
where
w
h
e
r
e
neighboring
n
e
i
g
h
b
o
r
i
n
g
risers
r
i
s
e
r
s
are
a
r
e
delivered
d
e
l
i
v
e
r
e
d
by
b
y
diDerent
d
i
D
e
r
e
n
t
manufacturers.
m
a
n
u
f
a
c
t
u
r
e
r
s
.
The
T
h
e
interference
i
n
t
e
r
f
e
r
e
n
c
e
analyses
a
n
a
l
y
s
e
s
are
a
r
e
essentially
e
s
s
e
n
t
i
a
l
l
y
global
g
l
o
b
a
l
load-eDect
l
o
a
d
-
e
D
e
c
t
analyses
a
n
a
l
y
s
e
s
with
w
i
t
h
due
d
u
e
regard
r
e
g
a
r
d
to
t
o
the
t
h
e
modeling
m
o
d
e
l
i
n
g
of
o
f
hydrodynamic
h
y
d
r
o
d
y
n
a
m
i
c
interaction.
i
n
t
e
r
a
c
t
i
o
n
.
Industry
I
n
d
u
s
t
r
y
standards,
s
t
a
n
d
a
r
d
s
,
such
s
u
c
h
as
a
s
those
t
h
o
s
e
outlined
o
u
t
l
i
n
e
d
in
i
n
DNV
D
N
V
RP-F203
R
P
-
F
2
0
3
or
o
r
equivalent,
e
q
u
i
v
a
l
e
n
t
,
should
s
h
o
u
l
d
be
b
e
adhered
a
d
h
e
r
e
d
to.
t
o
.
Hydrodynamic
H
y
d
r
o
d
y
n
a
m
i
c
interaction
i
n
t
e
r
a
c
t
i
o
n
models
m
o
d
e
l
s
for
f
o
r
new
n
e
w
applications
a
p
p
l
i
c
a
t
i
o
n
s
(e.g.
(
e
.
g
.
diDerent
d
i
D
e
r
e
n
t
diameters
d
i
a
m
e
t
e
r
s
of
o
f
the
t
h
e
adjacent
a
d
j
a
c
e
n
t
structures,
s
t
r
u
c
t
u
r
e
s
,
VIV-suppression
V
I
V
-
s
u
p
p
r
e
s
s
i
o
n
devices,
d
e
v
i
c
e
s
,
etc.)
e
t
c
.
)
shall
s
h
a
l
l
be
b
e
validated
v
a
l
i
d
a
t
e
d
on
o
n
the
t
h
e
basis
b
a
s
i
s
of
o
f
physical
p
h
y
s
i
c
a
l
testing.
t
e
s
t
i
n
g
.
An
A
n
alternative
a
l
t
e
r
n
a
t
i
v
e
design
d
e
s
i
g
n
strategy
s
t
r
a
t
e
g
y
that
t
h
a
t
may
m
a
y
be
b
e
applied
a
p
p
l
i
e
d
is
i
s
to
t
o
allow
a
l
l
o
w
for
f
o
r
structural
s
t
r
u
c
t
u
r
a
l
impact
i
m
p
a
c
t
in
i
n
the
t
h
e
most
m
o
s
t
extreme
e
x
t
r
e
m
e
load
l
o
a
d
conditions.
c
o
n
d
i
t
i
o
n
s
.
In
I
n
this
t
h
i
s
case,
c
a
s
e
,
it
i
t
shall
s
h
a
l
l
be
b
e
documented
d
o
c
u
m
e
n
t
e
d
that
t
h
a
t
the
t
h
e
structural
s
t
r
u
c
t
u
r
a
l
integrity
i
n
t
e
g
r
i
t
y
is
i
s
not
n
o
t
endangered
e
n
d
a
n
g
e
r
e
d
due
d
u
e
to
t
o
impact
i
m
p
a
c
t
loads.
l
o
a
d
s
.
Wear
W
e
a
r
fatigue
f
a
t
i
g
u
e
and
a
n
d
extreme
e
x
t
r
e
m
e
impact
i
m
p
a
c
t
load
l
o
a
d
shall
s
h
a
l
l
be
b
e
evaluated.
e
v
a
l
u
a
t
e
d
.
Hence,
H
e
n
c
e
,
the
t
h
e
engineering
e
n
g
i
n
e
e
r
i
n
g
eDorts
e
D
o
r
t
s
required
r
e
q
u
i
r
e
d
to
t
o
qualify
q
u
a
l
i
f
y
an
a
n
umbilical
u
m
b
i
l
i
c
a
l
system
s
y
s
t
e
m
for
f
o
r
structural
s
t
r
u
c
t
u
r
a
l
impact
i
m
p
a
c
t
are
a
r
e
substantially
s
u
b
s
t
a
n
t
i
a
l
l
y
more
m
o
r
e
demanding
d
e
m
a
n
d
i
n
g
compared
c
o
m
p
a
r
e
d
to
t
o
those
t
h
o
s
e
for
f
o
r
a
a
no-impact
n
o
-
i
m
p
a
c
t
design
d
e
s
i
g
n
criterion.
c
r
i
t
e
r
i
o
n
.
Load-eDect
L
o
a
d
-
e
D
e
c
t
models
m
o
d
e
l
s
to
t
o
account
a
c
c
o
u
n
t
for
f
o
r
structural
s
t
r
u
c
t
u
r
a
l
impact
i
m
p
a
c
t
should
s
h
o
u
l
d
be
b
e
validated
v
a
l
i
d
a
t
e
d
with
w
i
t
h
basis
b
a
s
i
s
in
i
n
physical
p
h
y
s
i
c
a
l
testing.
t
e
s
t
i
n
g
.
Structural
S
t
r
u
c
t
u
r
a
l
impact
i
m
p
a
c
t
should
s
h
o
u
l
d
be
b
e
avoided
a
v
o
i
d
e
d
in
i
n
the
t
h
e
buoyancy
b
u
o
y
a
n
c
y
section
s
e
c
t
i
o
n
of
o
f
wave-type
w
a
v
e
-
t
y
p
e
configurations.
c
o
n
fi
g
u
r
a
t
i
o
n
s
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
6.3.7
6
.
3
.
7
Free
F
r
e
e
Spanning
S
p
a
n
n
i
n
g
Analysis
A
n
a
l
y
s
i
s
As-laid
A
s
-
l
a
i
d
umbilicals
u
m
b
i
l
i
c
a
l
s
on
o
n
the
t
h
e
seabed
s
e
a
b
e
d
can
c
a
n
suDer
s
u
D
e
r
VIV
V
I
V
in
i
n
a
a
steady
s
t
e
a
d
y
bottom
b
o
t
t
o
m
current
c
u
r
r
e
n
t
under
u
n
d
e
r
span-
s
p
a
n
-
length
l
e
n
g
t
h
and
a
n
d
tension
t
e
n
s
i
o
n
combinations.
c
o
m
b
i
n
a
t
i
o
n
s
.
For
F
o
r
umbilicals
u
m
b
i
l
i
c
a
l
s
at
a
t
the
t
h
e
seabed,
s
e
a
b
e
d
,
reference
r
e
f
e
r
e
n
c
e
is
i
s
made
m
a
d
e
to
t
o
DNV
D
N
V
RP
R
P
F-105
F
-
1
0
5
or
o
r
equivalent.
e
q
u
i
v
a
l
e
n
t
.
Due
D
u
e
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
made
m
a
d
e
to
t
o
the
t
h
e
specific
s
p
e
c
i
fi
c
properties
p
r
o
p
e
r
t
i
e
s
of
o
f
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
In
I
n
particular,
p
a
r
t
i
c
u
l
a
r
,
empirical
e
m
p
i
r
i
c
a
l
equations
e
q
u
a
t
i
o
n
s
for
f
o
r
natural
n
a
t
u
r
a
l
frequencies
f
r
e
q
u
e
n
c
i
e
s
and
a
n
d
unit
u
n
i
t
amplitude
a
m
p
l
i
t
u
d
e
stress
s
t
r
e
s
s
levels
l
e
v
e
l
s
are
a
r
e
not
n
o
t
directly
d
i
r
e
c
t
l
y
applicable
a
p
p
l
i
c
a
b
l
e
to
t
o
umbilicals.
u
m
b
i
l
i
c
a
l
s
.
FE
F
E
analysis
a
n
a
l
y
s
i
s
should
s
h
o
u
l
d
be
b
e
applied
a
p
p
l
i
e
d
for
f
o
r
determination
d
e
t
e
r
m
i
n
a
t
i
o
n
of
o
f
eigenmodes
e
i
g
e
n
m
o
d
e
s
with
w
i
t
h
due
d
u
e
regard
r
e
g
a
r
d
to
t
o
boundary
b
o
u
n
d
a
r
y
conditions
c
o
n
d
i
t
i
o
n
s
and
a
n
d
multi-span
m
u
l
t
i
-
s
p
a
n
scenarios.
s
c
e
n
a
r
i
o
s
.
Umbilicals
U
m
b
i
l
i
c
a
l
s
are
a
r
e
normally
n
o
r
m
a
l
l
y
more
m
o
r
e
tension-dominated
t
e
n
s
i
o
n
-
d
o
m
i
n
a
t
e
d
than
t
h
a
n
pipelines
p
i
p
e
l
i
n
e
s
due
d
u
e
to
t
o
the
t
h
e
low
l
o
w
bending
b
e
n
d
i
n
g
stiDness.
s
t
i
D
n
e
s
s
.
Hence,
H
e
n
c
e
,
eDective
e
D
e
c
t
i
v
e
as-laid
a
s
-
l
a
i
d
tension
t
e
n
s
i
o
n
is
i
s
important
i
m
p
o
r
t
a
n
t
for
f
o
r
the
t
h
e
prediction
p
r
e
d
i
c
t
i
o
n
of
o
f
participating
p
a
r
t
i
c
i
p
a
t
i
n
g
modes.
m
o
d
e
s
.
The
T
h
e
uncertainty
u
n
c
e
r
t
a
i
n
t
y
in
i
n
the
t
h
e
tension
t
e
n
s
i
o
n
can
c
a
n
be
b
e
large,
l
a
r
g
e
,
prompting
p
r
o
m
p
t
i
n
g
uncertainty
u
n
c
e
r
t
a
i
n
t
y
in
i
n
the
t
h
e
VIV
V
I
V
fatigue-damage
f
a
t
i
g
u
e
-
d
a
m
a
g
e
prediction.
p
r
e
d
i
c
t
i
o
n
.
Sensitivity
S
e
n
s
i
t
i
v
i
t
y
studies
s
t
u
d
i
e
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
support
s
u
p
p
o
r
t
rational,
r
a
t
i
o
n
a
l
,
conservative
c
o
n
s
e
r
v
a
t
i
v
e
assumptions.
a
s
s
u
m
p
t
i
o
n
s
.
6.3.8
6
.
3
.
8
Pull-in
P
u
l
l
-
i
n
Analyses
A
n
a
l
y
s
e
s
The
T
h
e
purpose
p
u
r
p
o
s
e
of
o
f
a
a
pull-in
p
u
l
l
-
i
n
analysis
a
n
a
l
y
s
i
s
is
i
s
to
t
o
provide
p
r
o
v
i
d
e
an
a
n
estimate
e
s
t
i
m
a
t
e
of
o
f
the
t
h
e
required
r
e
q
u
i
r
e
d
pulling
p
u
l
l
i
n
g
force
f
o
r
c
e
for
f
o
r
the
t
h
e
installation
i
n
s
t
a
l
l
a
t
i
o
n
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
in
i
n
l-
l
-
and
a
n
d
J-tubes
J
-
t
u
b
e
s
or
o
r
other
o
t
h
e
r
supporting
s
u
p
p
o
r
t
i
n
g
structures.
s
t
r
u
c
t
u
r
e
s
.
In
I
n
general,
g
e
n
e
r
a
l
,
the
t
h
e
pull-in
p
u
l
l
-
i
n
analysis
a
n
a
l
y
s
i
s
should
s
h
o
u
l
d
be
b
e
comprised
c
o
m
p
r
i
s
e
d
of:
o
f
:
-
an
a
n
estimation
e
s
t
i
m
a
t
i
o
n
of
o
f
the
t
h
e
friction
f
r
i
c
t
i
o
n
force
f
o
r
c
e
due
d
u
e
to
t
o
the
t
h
e
weight
w
e
i
g
h
t
of
o
f
the
t
h
e
umbilical:
u
m
b
i
l
i
c
a
l
:
-
an
a
n
estimation
e
s
t
i
m
a
t
i
o
n
of
o
f
the
t
h
e
friction
f
r
i
c
t
i
o
n
force
f
o
r
c
e
due
d
u
e
to
t
o
the
t
h
e
bends
b
e
n
d
s
around
a
r
o
u
n
d
corners,
c
o
r
n
e
r
s
,
if
i
f
relevant:
r
e
l
e
v
a
n
t
:
-
an
a
n
estimation
e
s
t
i
m
a
t
i
o
n
of
o
f
the
t
h
e
required
r
e
q
u
i
r
e
d
pulling
p
u
l
l
i
n
g
force
f
o
r
c
e
due
d
u
e
to
t
o
bending
b
e
n
d
i
n
g
of
o
f
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
if
i
f
relevant:
r
e
l
e
v
a
n
t
:
-
an
a
n
estimation
e
s
t
i
m
a
t
i
o
n
of
o
f
reverse
r
e
v
e
r
s
e
pull-in
p
u
l
l
-
i
n
analysis
a
n
a
l
y
s
i
s
for
f
o
r
contingency
c
o
n
t
i
n
g
e
n
c
y
scenarios
s
c
e
n
a
r
i
o
s
or
o
r
for
f
o
r
future
f
u
t
u
r
e
removal
r
e
m
o
v
a
l
and/or
a
n
d
/
o
r
abandonment.
a
b
a
n
d
o
n
m
e
n
t
.
NOTE
N
O
T
E
Pull-in
P
u
l
l
-
i
n
analyses
a
n
a
l
y
s
e
s
may
m
a
y
be
b
e
conducted
c
o
n
d
u
c
t
e
d
by
b
y
means
m
e
a
n
s
of
o
f
conservative
c
o
n
s
e
r
v
a
t
i
v
e
analytical
a
n
a
l
y
t
i
c
a
l
formulas
f
o
r
m
u
l
a
s
or
o
r
by
b
y
FE-based
F
E
-
b
a
s
e
d
computer
c
o
m
p
u
t
e
r
analyses.
a
n
a
l
y
s
e
s
.
Analytical
A
n
a
l
y
t
i
c
a
l
expressions
e
x
p
r
e
s
s
i
o
n
s
can
c
a
n
be
b
e
found
f
o
u
n
d
in
i
n
literature
l
i
t
e
r
a
t
u
r
e
for
f
o
r
the
t
h
e
friction
f
r
i
c
t
i
o
n
force
f
o
r
c
e
due
d
u
e
to
t
o
weight,
w
e
i
g
h
t
,
due
d
u
e
to
t
o
pulling
p
u
l
l
i
n
g
around
a
r
o
u
n
d
corners,
c
o
r
n
e
r
s
,
and
a
n
d
due
d
u
e
to
t
o
bending.
b
e
n
d
i
n
g
.
The
T
h
e
contributions
c
o
n
t
r
i
b
u
t
i
o
n
s
from
f
r
o
m
friction
f
r
i
c
t
i
o
n
forces
f
o
r
c
e
s
and
a
n
d
bending
b
e
n
d
i
n
g
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
should
s
h
o
u
l
d
be
b
e
added
a
d
d
e
d
together
t
o
g
e
t
h
e
r
in
i
n
a
a
conservative
c
o
n
s
e
r
v
a
t
i
v
e
manner.
m
a
n
n
e
r
.
Computer
C
o
m
p
u
t
e
r
analyses
a
n
a
l
y
s
e
s
by
b
y
use
u
s
e
of
o
f
a
a
general-purpose
g
e
n
e
r
a
l
-
p
u
r
p
o
s
e
FE
F
E
code
c
o
d
e
should
s
h
o
u
l
d
be
b
e
applied
a
p
p
l
i
e
d
in
i
n
the
t
h
e
case
c
a
s
e
of
o
f
complex
c
o
m
p
l
e
x
pull-in
p
u
l
l
-
i
n
scenarios.
s
c
e
n
a
r
i
o
s
.
Such
S
u
c
h
analyses
a
n
a
l
y
s
e
s
should
s
h
o
u
l
d
be
b
e
performed
p
e
r
f
o
r
m
e
d
as
a
s
nonlinear
n
o
n
l
i
n
e
a
r
static
s
t
a
t
i
c
analyses.
a
n
a
l
y
s
e
s
.
The
T
h
e
load
l
o
a
d
application
a
p
p
l
i
c
a
t
i
o
n
shall
s
h
a
l
l
represent
r
e
p
r
e
s
e
n
t
the
t
h
e
actual
a
c
t
u
a
l
pull-in
p
u
l
l
-
i
n
scenario.
s
c
e
n
a
r
i
o
.
Due
D
u
e
regard
r
e
g
a
r
d
shall
s
h
a
l
l
be
b
e
given
g
i
v
e
n
to
t
o
the
t
h
e
modeling
m
o
d
e
l
i
n
g
of
o
f
constraints
c
o
n
s
t
r
a
i
n
t
s
and
a
n
d
contact
c
o
n
t
a
c
t
forces
f
o
r
c
e
s
from
f
r
o
m
the
t
h
e
supporting
s
u
p
p
o
r
t
i
n
g
structure
s
t
r
u
c
t
u
r
e
(e.g.
(
e
.
g
.
bend
b
e
n
d
geometry
g
e
o
m
e
t
r
y
with
w
i
t
h
appropriate
a
p
p
r
o
p
r
i
a
t
e
friction-force
f
r
i
c
t
i
o
n
-
f
o
r
c
e
modeling).
m
o
d
e
l
i
n
g
)
.
A
A
contact
c
o
n
t
a
c
t
formulation
f
o
r
m
u
l
a
t
i
o
n
is
i
s
required
r
e
q
u
i
r
e
d
in
i
n
order
o
r
d
e
r
to
t
o
estimate
e
s
t
i
m
a
t
e
the
t
h
e
friction
f
r
i
c
t
i
o
n
force
f
o
r
c
e
and,
a
n
d
,
accordingly,
a
c
c
o
r
d
i
n
g
l
y
,
the
t
h
e
required
r
e
q
u
i
r
e
d
pulling
p
u
l
l
i
n
g
force.
f
o
r
c
e
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
6.3.9
6
.
3
.
9
Structural
S
t
r
u
c
t
u
r
a
l
Analysis
A
n
a
l
y
s
i
s
6.3.9.1
6
.
3
.
9
.
1
General
G
e
n
e
r
a
l
The
T
h
e
purpose
p
u
r
p
o
s
e
of
o
f
the
t
h
e
structural
s
t
r
u
c
t
u
r
a
l
analysis
a
n
a
l
y
s
i
s
is
i
s
to
t
o
establish
e
s
t
a
b
l
i
s
h
a
a
design
d
e
s
i
g
n
for
f
o
r
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
and
a
n
d
its
i
t
s
constituent
c
o
n
s
t
i
t
u
e
n
t
components
c
o
m
p
o
n
e
n
t
s
that
t
h
a
t
shall
s
h
a
l
l
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
withstanding
w
i
t
h
s
t
a
n
d
i
n
g
the
t
h
e
design
d
e
s
i
g
n
loads
l
o
a
d
s
and
a
n
d
conditions
c
o
n
d
i
t
i
o
n
s
envisioned
e
n
v
i
s
i
o
n
e
d
during
d
u
r
i
n
g
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
load-out,
l
o
a
d
-
o
u
t
,
recovery,
r
e
c
o
v
e
r
y
,
repair,
r
e
p
a
i
r
,
and
a
n
d
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
and
a
n
d
for
f
o
r
the
t
h
e
operational
o
p
e
r
a
t
i
o
n
a
l
conditions
c
o
n
d
i
t
i
o
n
s
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
design
d
e
s
i
g
n
life.
l
i
f
e
.
Details
D
e
t
a
i
l
s
relating
r
e
l
a
t
i
n
g
to
t
o
structural
s
t
r
u
c
t
u
r
a
l
analyses
a
n
a
l
y
s
e
s
of
o
f
umbilical
u
m
b
i
l
i
c
a
l
components
c
o
m
p
o
n
e
n
t
s
are
a
r
e
provided
p
r
o
v
i
d
e
d
in
i
n
sections
s
e
c
t
i
o
n
s
7.2—7.5
7
.
2
—
7
.
5
for
f
o
r
individual
i
n
d
i
v
i
d
u
a
l
component
c
o
m
p
o
n
e
n
t
design.
d
e
s
i
g
n
.
NOTE
N
O
T
E
The
T
h
e
structural
s
t
r
u
c
t
u
r
a
l
analysis
a
n
a
l
y
s
i
s
includes
i
n
c
l
u
d
e
s
a
a
description
d
e
s
c
r
i
p
t
i
o
n
of
o
f
the
t
h
e
load-sharing
l
o
a
d
-
s
h
a
r
i
n
g
between
b
e
t
w
e
e
n
components
c
o
m
p
o
n
e
n
t
s
in
i
n
the
t
h
e
cross-section
c
r
o
s
s
-
s
e
c
t
i
o
n
to
t
o
determine
d
e
t
e
r
m
i
n
e
the
t
h
e
stresses
s
t
r
e
s
s
e
s
and
a
n
d
strains
s
t
r
a
i
n
s
in
i
n
each
e
a
c
h
component
c
o
m
p
o
n
e
n
t
and
a
n
d
to
t
o
establish
e
s
t
a
b
l
i
s
h
the
t
h
e
stiDness
s
t
i
D
n
e
s
s
parameters
p
a
r
a
m
e
t
e
r
s
required
r
e
q
u
i
r
e
d
for
f
o
r
global
g
l
o
b
a
l
analyses.
a
n
a
l
y
s
e
s
.
The
T
h
e
results
r
e
s
u
l
t
s
from
f
r
o
m
structural
s
t
r
u
c
t
u
r
a
l
analyses
a
n
a
l
y
s
e
s
can
c
a
n
be
b
e
groupedinto
g
r
o
u
p
e
d
i
n
t
o
the
t
h
e
following
f
o
l
l
o
w
i
n
g
main
m
a
i
n
categories:
c
a
t
e
g
o
r
i
e
s
:
-
Capacity
C
a
p
a
c
i
t
y
curves
c
u
r
v
e
s
in
i
n
terms
t
e
r
m
s
of
o
f
tension
t
e
n
s
i
o
n
versus
v
e
r
s
u
s
curvature
c
u
r
v
a
t
u
r
e
at
a
t
a
a
specific
s
p
e
c
i
fi
c
pressure,
p
r
e
s
s
u
r
e
,
if
i
f
applicable;
a
p
p
l
i
c
a
b
l
e
;
-
assessment
a
s
s
e
s
s
m
e
n
t
of
o
f
maximum
m
a
x
i
m
u
m
allowable
a
l
l
o
w
a
b
l
e
crushing
c
r
u
s
h
i
n
g
loads;
l
o
a
d
s
;
-
stresses
s
t
r
e
s
s
e
s
and
a
n
d
strains
s
t
r
a
i
n
s
used
u
s
e
d
for
f
o
r
fatigue
f
a
t
i
g
u
e
calculations;
c
a
l
c
u
l
a
t
i
o
n
s
;
-
cross-sectional
c
r
o
s
s
-
s
e
c
t
i
o
n
a
l
stiDness
s
t
i
D
n
e
s
s
parameters
p
a
r
a
m
e
t
e
r
s
for
f
o
r
application
a
p
p
l
i
c
a
t
i
o
n
as
a
s
input
i
n
p
u
t
to
t
o
global
g
l
o
b
a
l
load-eDect
l
o
a
d
-
e
D
e
c
t
analyses.
a
n
a
l
y
s
e
s
.
The
T
h
e
structural
s
t
r
u
c
t
u
r
a
l
analysis
a
n
a
l
y
s
i
s
should
s
h
o
u
l
d
be
b
e
based
b
a
s
e
d
on
o
n
accepted
a
c
c
e
p
t
e
d
principles
p
r
i
n
c
i
p
l
e
s
of
o
f
structural
s
t
r
u
c
t
u
r
a
l
mechanics
m
e
c
h
a
n
i
c
s
and
a
n
d
strength
s
t
r
e
n
g
t
h
of
o
f
materials,
m
a
t
e
r
i
a
l
s
,
and
a
n
d
may
m
a
y
be
b
e
based
b
a
s
e
d
on
o
n
empirical,
e
m
p
i
r
i
c
a
l
,
analytical,
a
n
a
l
y
t
i
c
a
l
,
or
o
r
numerical
n
u
m
e
r
i
c
a
l
(FE)
(
F
E
)
methods
m
e
t
h
o
d
s
that
t
h
a
t
are
a
r
e
qualified
q
u
a
l
i
fi
e
d
by
b
y
structural
s
t
r
u
c
t
u
r
a
l
testing.
t
e
s
t
i
n
g
.
See
S
e
e
C.3
C
.
3
for
f
o
r
an
a
n
overview
o
v
e
r
v
i
e
w
of
o
f
fatigue-
f
a
t
i
g
u
e
-
analysis
a
n
a
l
y
s
i
s
strategies.
s
t
r
a
t
e
g
i
e
s
.
Local
L
o
c
a
l
stress
s
t
r
e
s
s
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
be
b
e
conducted
c
o
n
d
u
c
t
e
d
to
t
o
obtain
o
b
t
a
i
n
accurate
a
c
c
u
r
a
t
e
internal
i
n
t
e
r
n
a
l
friction-induced
f
r
i
c
t
i
o
n
-
i
n
d
u
c
e
d
stresses,
s
t
r
e
s
s
e
s
,
as
a
s
well
w
e
l
l
as
a
s
the
t
h
e
stresses
s
t
r
e
s
s
e
s
and
a
n
d
strains
s
t
r
a
i
n
s
on
o
n
the
t
h
e
components
c
o
m
p
o
n
e
n
t
s
from
f
r
o
m
other
o
t
h
e
r
loads.
l
o
a
d
s
.
The
T
h
e
maximum
m
a
x
i
m
u
m
allowable
a
l
l
o
w
a
b
l
e
stress/strain
s
t
r
e
s
s
/
s
t
r
a
i
n
and
a
n
d
usage
u
s
a
g
e
factor
f
a
c
t
o
r
for
f
o
r
each
e
a
c
h
component
c
o
m
p
o
n
e
n
t
(tube,
(
t
u
b
e
,
electric
e
l
e
c
t
r
i
c
cable,
c
a
b
l
e
,
strength
s
t
r
e
n
g
t
h
member,
m
e
m
b
e
r
,
sheath,
s
h
e
a
t
h
,
etc.)
e
t
c
.
)
in
i
n
the
t
h
e
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
in
i
n
the
t
h
e
in-place
i
n
-
p
l
a
c
e
pressure
p
r
e
s
s
u
r
e
test
t
e
s
t
and
a
n
d
in
i
n
the
t
h
e
operation
o
p
e
r
a
t
i
o
n
phase,
p
h
a
s
e
,
shall
s
h
a
l
l
be
b
e
clearly
c
l
e
a
r
l
y
indicated
i
n
d
i
c
a
t
e
d
andjustified
a
n
d
j
u
s
t
i
fi
e
d
by
b
y
the
t
h
e
manufacturer.
m
a
n
u
f
a
c
t
u
r
e
r
.
For
F
o
r
electrical
e
l
e
c
t
r
i
c
a
l
cables,
c
a
b
l
e
s
,
the
t
h
e
eDects
e
D
e
c
t
s
of
o
f
creep
c
r
e
e
p
shall
s
h
a
l
l
be
b
e
assessed.
a
s
s
e
s
s
e
d
.
6.3.9.2
6
.
3
.
9
.
2
Modeling
M
o
d
e
l
i
n
g
and
a
n
d
Analysis
A
n
a
l
y
s
i
s
Requirements
R
e
q
u
i
r
e
m
e
n
t
s
The
T
h
e
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
demonstrate
d
e
m
o
n
s
t
r
a
t
e
and
a
n
d
justify
j
u
s
t
i
f
y
that
t
h
a
t
the
t
h
e
structural
s
t
r
u
c
t
u
r
a
l
and
a
n
d
functional
f
u
n
c
t
i
o
n
a
l
materials
m
a
t
e
r
i
a
l
s
used
u
s
e
d
within
w
i
t
h
i
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
system
s
y
s
t
e
m
are
a
r
e
designed
d
e
s
i
g
n
e
d
to
t
o
satisfy
s
a
t
i
s
f
y
the
t
h
e
application
a
p
p
l
i
c
a
t
i
o
n
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
the
t
h
e
material
m
a
t
e
r
i
a
l
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
design
d
e
s
i
g
n
life.
l
i
f
e
.
This
T
h
i
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
using
u
s
i
n
g
recognized
r
e
c
o
g
n
i
z
e
d
standards
s
t
a
n
d
a
r
d
s
and
a
n
d
applicable
a
p
p
l
i
c
a
b
l
e
factors
f
a
c
t
o
r
s
of
o
f
safety
s
a
f
e
t
y
if
i
f
they
t
h
e
y
are
a
r
e
available.
a
v
a
i
l
a
b
l
e
.
The
T
h
e
following
f
o
l
l
o
w
i
n
g
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
into
i
n
t
o
accountin
a
c
c
o
u
n
t
i
n
the
t
h
e
analysis:
a
n
a
l
y
s
i
s
:
-
deterioration
d
e
t
e
r
i
o
r
a
t
i
o
n
of
o
f
material
m
a
t
e
r
i
a
l
properties
p
r
o
p
e
r
t
i
e
s
and
a
n
d
degradation
d
e
g
r
a
d
a
t
i
o
n
as
a
s
a
a
result
r
e
s
u
l
t
of
o
f
aging
a
g
i
n
g
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
service
s
e
r
v
i
c
e
life;
l
i
f
e
;
-
materials
m
a
t
e
r
i
a
l
s
selection,
s
e
l
e
c
t
i
o
n
,
including
i
n
c
l
u
d
i
n
g
corrosion
c
o
r
r
o
s
i
o
n
of
o
f
metallic
m
e
t
a
l
l
i
c
elements,
e
l
e
m
e
n
t
s
,
cathodic
c
a
t
h
o
d
i
c
attack,
a
t
t
a
c
k
,
and
a
n
d
delamination
d
e
l
a
m
i
n
a
t
i
o
n
of
o
f
bonded
b
o
n
d
e
d
elements;
e
l
e
m
e
n
t
s
;
-
fatigue
f
a
t
i
g
u
e
of
o
f
structural
s
t
r
u
c
t
u
r
a
l
and
a
n
d
functional
f
u
n
c
t
i
o
n
a
l
components
c
o
m
p
o
n
e
n
t
s
(e.g.
(
e
.
g
.
metallic
m
e
t
a
l
l
i
c
tubes,
t
u
b
e
s
,
armor
a
r
m
o
r
wires,
w
i
r
e
s
,
electrical
e
l
e
c
t
r
i
c
a
l
conductor,
c
o
n
d
u
c
t
o
r
,
fillers,
fi
l
l
e
r
s
,
bend
b
e
n
d
stiDeners,
s
t
i
D
e
n
e
r
s
,
polymers);
p
o
l
y
m
e
r
s
)
;
-
contact
c
o
n
t
a
c
t
pressure
p
r
e
s
s
u
r
e
and
a
n
d
friction
f
r
i
c
t
i
o
n
among
a
m
o
n
g
diDerent
d
i
D
e
r
e
n
t
umbilical
u
m
b
i
l
i
c
a
l
components;
c
o
m
p
o
n
e
n
t
s
;
-
eDects
e
D
e
c
t
s
of
o
f
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
conditions,
c
o
n
d
i
t
i
o
n
s
,
(e.g.
(
e
.
g
.
UV
U
V
radiation,
r
a
d
i
a
t
i
o
n
,
temperature,
t
e
m
p
e
r
a
t
u
r
e
,
ozone,
o
z
o
n
e
,
long-
l
o
n
g
-
term
t
e
r
m
exposure
e
x
p
o
s
u
r
e
to
t
o
seawater,
s
e
a
w
a
t
e
r
,
marine
m
a
r
i
n
e
growth,
g
r
o
w
t
h
,
and
a
n
d
permeated
p
e
r
m
e
a
t
e
d
fluids);
fl
u
i
d
s
)
;
-
cumulative
c
u
m
u
l
a
t
i
v
e
eDects
e
D
e
c
t
s
of
o
f
strain
s
t
r
a
i
n
on
o
n
the
t
h
e
electrical
e
l
e
c
t
r
i
c
a
l
cable,
c
a
b
l
e
,
armor
a
r
m
o
r
wires,
w
i
r
e
s
,
metallic
m
e
t
a
l
l
i
c
tubes,
t
u
b
e
s
,
and
a
n
d
fibers
fi
b
e
r
s
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
processes;
p
r
o
c
e
s
s
e
s
;
handling;
h
a
n
d
l
i
n
g
;
and
a
n
d
installation
i
n
s
t
a
l
l
a
t
i
o
n
operations;
o
p
e
r
a
t
i
o
n
s
;
-
strain
s
t
r
a
i
n
on
o
n
the
t
h
e
optical
o
p
t
i
c
a
l
fibers;
fi
b
e
r
s
;
-
assessment
a
s
s
e
s
s
m
e
n
t
of
o
f
lateral
l
a
t
e
r
a
l
deformations
d
e
f
o
r
m
a
t
i
o
n
s
and
a
n
d
stress/strain
s
t
r
e
s
s
/
s
t
r
a
i
n
on
o
n
the
t
h
e
individual
i
n
d
i
v
i
d
u
a
l
components
c
o
m
p
o
n
e
n
t
s
due
d
u
e
to
t
o
crushing
c
r
u
s
h
i
n
g
loads
l
o
a
d
s
during
d
u
r
i
n
g
storage
s
t
o
r
a
g
e
and
a
n
d
installation;
i
n
s
t
a
l
l
a
t
i
o
n
;
-
eDects
e
D
e
c
t
s
of
o
f
elevated
e
l
e
v
a
t
e
d
temperature
t
e
m
p
e
r
a
t
u
r
e
from
f
r
o
m
any
a
n
y
heat
h
e
a
t
sources
s
o
u
r
c
e
s
that
t
h
a
t
may
m
a
y
be
b
e
present
p
r
e
s
e
n
t
in
i
n
all
a
l
l
or
o
r
part
p
a
r
t
of
o
f
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
NOTE
N
O
T
E
1
1
The
T
h
e
load
l
o
a
d
eDects
e
D
e
c
t
s
in
i
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
cross-section
c
r
o
s
s
-
s
e
c
t
i
o
n
may
m
a
y
be
b
e
documented
d
o
c
u
m
e
n
t
e
d
by
b
y
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
or
o
r
verification
v
e
r
i
fi
c
a
t
i
o
n
testing.
t
e
s
t
i
n
g
.
Numerical
N
u
m
e
r
i
c
a
l
methods
m
e
t
h
o
d
s
may
m
a
y
also
a
l
s
o
be
b
e
used
u
s
e
d
to
t
o
predict
p
r
e
d
i
c
t
local
l
o
c
a
l
stresses.
s
t
r
e
s
s
e
s
.
If
I
f
numerical
n
u
m
e
r
i
c
a
l
analysis
a
n
a
l
y
s
i
s
is
i
s
used,
u
s
e
d
,
the
t
h
e
analysis
a
n
a
l
y
s
i
s
results
r
e
s
u
l
t
s
may
m
a
y
be
b
e
qualified
q
u
a
l
i
fi
e
d
as
a
s
described
d
e
s
c
r
i
b
e
d
in
i
n
Section
S
e
c
t
i
o
n
5
5
and
a
n
d
Section
S
e
c
t
i
o
n
C.3.
C
.
3
.
Design
D
e
s
i
g
n
formulas
f
o
r
m
u
l
a
s
are
a
r
e
related
r
e
l
a
t
e
d
to
t
o
the
t
h
e
specific
s
p
e
c
i
fi
c
umbilical
u
m
b
i
l
i
c
a
l
design
d
e
s
i
g
n
and
a
n
d
may
m
a
y
be
b
e
validated
v
a
l
i
d
a
t
e
d
for
f
o
r
those
t
h
o
s
e
specific
s
p
e
c
i
fi
c
designs
d
e
s
i
g
n
s
by
b
y
strain-gauge
s
t
r
a
i
n
-
g
a
u
g
e
results
r
e
s
u
l
t
s
from
f
r
o
m
prototype
p
r
o
t
o
t
y
p
e
tests.
t
e
s
t
s
.
Justification
J
u
s
t
i
fi
c
a
t
i
o
n
for
f
o
r
extrapolation
e
x
t
r
a
p
o
l
a
t
i
o
n
of
o
f
results
r
e
s
u
l
t
s
shall
s
h
a
l
l
be
b
e
documented.
d
o
c
u
m
e
n
t
e
d
.
When
W
h
e
n
considering
c
o
n
s
i
d
e
r
i
n
g
the
t
h
e
use
u
s
e
of
o
f
analytical
a
n
a
l
y
t
i
c
a
l
methods,
m
e
t
h
o
d
s
,
the
t
h
e
actual
a
c
t
u
a
l
load
l
o
a
d
situation
s
i
t
u
a
t
i
o
n
in
i
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
shall
s
h
a
l
l
be
b
e
evaluated,
e
v
a
l
u
a
t
e
d
,
especially
e
s
p
e
c
i
a
l
l
y
with
w
i
t
h
regard
r
e
g
a
r
d
to
t
o
combined
c
o
m
b
i
n
e
d
loading.
l
o
a
d
i
n
g
.
Models
M
o
d
e
l
s
for
f
o
r
structural
s
t
r
u
c
t
u
r
a
l
analysis
a
n
a
l
y
s
i
s
should
s
h
o
u
l
d
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
describing
d
e
s
c
r
i
b
i
n
g
the
t
h
e
load
l
o
a
d
sharing
s
h
a
r
i
n
g
between
b
e
t
w
e
e
n
each
e
a
c
h
component
c
o
m
p
o
n
e
n
t
of
o
f
the
t
h
e
cross-section
c
r
o
s
s
-
s
e
c
t
i
o
n
based
b
a
s
e
d
on
o
n
evaluating
e
v
a
l
u
a
t
i
n
g
the
t
h
e
stiDness
s
t
i
D
n
e
s
s
contribution
c
o
n
t
r
i
b
u
t
i
o
n
from
f
r
o
m
each
e
a
c
h
component
c
o
m
p
o
n
e
n
t
as
a
s
they
t
h
e
y
would
w
o
u
l
d
be
b
e
assembled
a
s
s
e
m
b
l
e
d
in
i
n
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
The
T
h
e
load-sharing
l
o
a
d
-
s
h
a
r
i
n
g
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
be
b
e
based
b
a
s
e
d
on
o
n
nominal
n
o
m
i
n
a
l
dimensions.
d
i
m
e
n
s
i
o
n
s
.
Dimensional
D
i
m
e
n
s
i
o
n
a
l
tolerances,
t
o
l
e
r
a
n
c
e
s
,
including
i
n
c
l
u
d
i
n
g
eDects
e
D
e
c
t
s
from
f
r
o
m
corrosion
c
o
r
r
o
s
i
o
n
and
a
n
d
wear,
w
e
a
r
,
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
into
i
n
t
o
account
a
c
c
o
u
n
t
in
i
n
the
t
h
e
stress
s
t
r
e
s
s
and
a
n
d
fatigue
f
a
t
i
g
u
e
analysis.
a
n
a
l
y
s
i
s
.
Tolerances
T
o
l
e
r
a
n
c
e
s
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
into
i
n
t
o
account
a
c
c
o
u
n
t
in
i
n
wall-thickness
w
a
l
l
-
t
h
i
c
k
n
e
s
s
sizing
s
i
z
i
n
g
of
o
f
steel
s
t
e
e
l
tubes.
t
u
b
e
s
.
The
T
h
e
internal
i
n
t
e
r
n
a
l
frictional
f
r
i
c
t
i
o
n
a
l
resistance
r
e
s
i
s
t
a
n
c
e
resulting
r
e
s
u
l
t
i
n
g
from
f
r
o
m
internal
i
n
t
e
r
n
a
l
contact
c
o
n
t
a
c
t
forces
f
o
r
c
e
s
shall
s
h
a
l
l
be
b
e
applied
a
p
p
l
i
e
d
to
t
o
calculate
c
a
l
c
u
l
a
t
e
the
t
h
e
friction
f
r
i
c
t
i
o
n
stresses
s
t
r
e
s
s
e
s
that
t
h
a
t
are
a
r
e
added
a
d
d
e
d
to
t
o
the
t
h
e
elastic
e
l
a
s
t
i
c
axial
a
x
i
a
l
and
a
n
d
bending
b
e
n
d
i
n
g
stresses
s
t
r
e
s
s
e
s
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
in
i
n
fatigue
f
a
t
i
g
u
e
and
a
n
d
extreme
e
x
t
r
e
m
e
stress
s
t
r
e
s
s
calculations.
c
a
l
c
u
l
a
t
i
o
n
s
.
Sensitivity
S
e
n
s
i
t
i
v
i
t
y
studies
s
t
u
d
i
e
s
should
s
h
o
u
l
d
be
b
e
conducted
c
o
n
d
u
c
t
e
d
on
o
n
the
t
h
e
internal
i
n
t
e
r
n
a
l
friction
f
r
i
c
t
i
o
n
factor
f
a
c
t
o
r
as
a
s
part
p
a
r
t
of
o
f
the
t
h
e
fatigue
f
a
t
i
g
u
e
analysis.
a
n
a
l
y
s
i
s
.
Friction
F
r
i
c
t
i
o
n
can
c
a
n
influence
i
n
fl
u
e
n
c
e
the
t
h
e
global
g
l
o
b
a
l
damping
d
a
m
p
i
n
g
and
a
n
d
stiDness
s
t
i
D
n
e
s
s
behavior.
b
e
h
a
v
i
o
r
.
Therefore,
T
h
e
r
e
f
o
r
e
,
it
i
t
shall
s
h
a
l
l
be
b
e
included
i
n
c
l
u
d
e
d
in
i
n
global
g
l
o
b
a
l
dynamic
d
y
n
a
m
i
c
analyses.
a
n
a
l
y
s
e
s
.
In
I
n
cases
c
a
s
e
s
where
w
h
e
r
e
fretting
f
r
e
t
t
i
n
g
and
a
n
d
wear
w
e
a
r
due
d
u
e
to
t
o
a
a
combination
c
o
m
b
i
n
a
t
i
o
n
of
o
f
internal
i
n
t
e
r
n
a
l
contact
c
o
n
t
a
c
t
forces,
f
o
r
c
e
s
,
metal-
m
e
t
a
l
-
to-metal
t
o
-
m
e
t
a
l
contact
c
o
n
t
a
c
t
and
a
n
d
relative
r
e
l
a
t
i
v
e
deformations
d
e
f
o
r
m
a
t
i
o
n
s
can
c
a
n
occur,
o
c
c
u
r
,
this
t
h
i
s
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
this
t
h
i
s
into
i
n
t
o
account
a
c
c
o
u
n
t
as
a
s
part
p
a
r
t
of
o
f
the
t
h
e
fatigue
f
a
t
i
g
u
e
calculation.
c
a
l
c
u
l
a
t
i
o
n
.
Terminations
T
e
r
m
i
n
a
t
i
o
n
s
of
o
f
dynamic
d
y
n
a
m
i
c
umbilicals
u
m
b
i
l
i
c
a
l
s
in
i
n
operation
o
p
e
r
a
t
i
o
n
should
s
h
o
u
l
d
be
b
e
given
g
i
v
e
n
special
s
p
e
c
i
a
l
consideration.
c
o
n
s
i
d
e
r
a
t
i
o
n
.
Due
D
u
e
to
t
o
high
h
i
g
h
bending
b
e
n
d
i
n
g
gradients,
g
r
a
d
i
e
n
t
s
,
end
e
n
d
eDects
e
D
e
c
t
s
can
c
a
n
occur
o
c
c
u
r
as
a
s
a
a
result
r
e
s
u
l
t
of
o
f
the
t
h
e
helically
h
e
l
i
c
a
l
l
y
layered
l
a
y
e
r
e
d
umbilical
u
m
b
i
l
i
c
a
l
structure.
s
t
r
u
c
t
u
r
e
.
The
T
h
e
stress
s
t
r
e
s
s
amplification
a
m
p
l
i
fi
c
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
or
o
r
documented
d
o
c
u
m
e
n
t
e
d
by
b
y
testing
t
e
s
t
i
n
g
{qualification
{
q
u
a
l
i
fi
c
a
t
i
o
n
or
o
r
verification
v
e
r
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
according
a
c
c
o
r
d
i
n
g
to
t
o
Section
S
e
c
t
i
o
n
5)
5
)
due
d
u
e
to
t
o
this
t
h
i
s
eDect.
e
D
e
c
t
.
This
T
h
i
s
governs
g
o
v
e
r
n
s
for
f
o
r
both
b
o
t
h
extreme
e
x
t
r
e
m
e
stress
s
t
r
e
s
s
and
a
n
d
fatigue
f
a
t
i
g
u
e
evaluations.
e
v
a
l
u
a
t
i
o
n
s
.
NOTE
N
O
T
E
2
2
For
F
o
r
standard
s
t
a
n
d
a
r
d
service-life
s
e
r
v
i
c
e
-
l
i
f
e
tests
t
e
s
t
s
of
o
f
dynamic
d
y
n
a
m
i
c
umbilicals,
u
m
b
i
l
i
c
a
l
s
,
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
components
c
o
m
p
o
n
e
n
t
s
are
a
r
e
normally
n
o
r
m
a
l
l
y
terminated
t
e
r
m
i
n
a
t
e
d
by
b
y
end
e
n
d
fittings
fi
t
t
i
n
g
s
providing
p
r
o
v
i
d
i
n
g
axial
a
x
i
a
l
fixation.
fi
x
a
t
i
o
n
.
Provided
P
r
o
v
i
d
e
d
that
t
h
a
t
the
t
h
e
length
l
e
n
g
t
h
of
o
f
the
t
h
e
specimen
s
p
e
c
i
m
e
n
is
i
s
shorter
s
h
o
r
t
e
r
than
t
h
a
n
the
t
h
e
real
r
e
a
l
length
l
e
n
g
t
h
from
f
r
o
m
the
t
h
e
dynamically
d
y
n
a
m
i
c
a
l
l
y
curved
c
u
r
v
e
d
section
s
e
c
t
i
o
n
to
t
o
the
t
h
e
end
e
n
d
termination,
t
e
r
m
i
n
a
t
i
o
n
,
such
s
u
c
h
tests
t
e
s
t
s
are
a
r
e
normally
n
o
r
m
a
l
l
y
conservative
c
o
n
s
e
r
v
a
t
i
v
e
with
w
i
t
h
respect
r
e
s
p
e
c
t
to
t
o
end
e
n
d
eDects.
e
D
e
c
t
s
.
To
T
o
avoid
a
v
o
i
d
such
s
u
c
h
conservatism,
c
o
n
s
e
r
v
a
t
i
s
m
,
validated
v
a
l
i
d
a
t
e
d
3-D
3
-
D
structural
s
t
r
u
c
t
u
r
a
l
analysis
a
n
a
l
y
s
i
s
models
m
o
d
e
l
s
can
c
a
n
be
b
e
used
u
s
e
d
to
t
o
adjust
a
d
j
u
s
t
the
t
h
e
test
t
e
s
t
program
p
r
o
g
r
a
m
to
t
o
simulate
s
i
m
u
l
a
t
e
the
t
h
e
real
r
e
a
l
loading
l
o
a
d
i
n
g
conditions.
c
o
n
d
i
t
i
o
n
s
.
6.4
6
.
4
Electrical
E
l
e
c
t
r
i
c
a
l
System
S
y
s
t
e
m
Analysis
A
n
a
l
y
s
i
s
NOTE
N
O
T
E
The
T
h
e
purpose
p
u
r
p
o
s
e
of
o
f
the
t
h
e
electrical
e
l
e
c
t
r
i
c
a
l
analysis
a
n
a
l
y
s
i
s
is
i
s
to
t
o
ensure
e
n
s
u
r
e
that
t
h
a
t
the
t
h
e
specified
s
p
e
c
i
fi
e
d
MV
M
V
power
p
o
w
e
r
conductors
c
o
n
d
u
c
t
o
r
s
are
a
r
e
suitable
s
u
i
t
a
b
l
e
for
f
o
r
safe
s
a
f
e
operation
o
p
e
r
a
t
i
o
n
at
a
t
the
t
h
e
specified
s
p
e
c
i
fi
e
d
power
p
o
w
e
r
transfer
t
r
a
n
s
f
e
r
requirements,
r
e
q
u
i
r
e
m
e
n
t
s
,
and
a
n
d
that
t
h
a
t
their
t
h
e
i
r
arrangement
a
r
r
a
n
g
e
m
e
n
t
within
w
i
t
h
i
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
cross-section
c
r
o
s
s
-
s
e
c
t
i
o
n
results
r
e
s
u
l
t
s
in
i
n
acceptable
a
c
c
e
p
t
a
b
l
e
electrical
e
l
e
c
t
r
i
c
a
l
system
s
y
s
t
e
m
performance
p
e
r
f
o
r
m
a
n
c
e
for
f
o
r
the
t
h
e
required
r
e
q
u
i
r
e
d
range
r
a
n
g
e
of
o
f
operating
o
p
e
r
a
t
i
n
g
voltages
v
o
l
t
a
g
e
s
and
a
n
d
frequencies
f
r
e
q
u
e
n
c
i
e
s
in
i
n
the
t
h
e
various
v
a
r
i
o
u
s
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
conditions
c
o
n
d
i
t
i
o
n
s
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
design
d
e
s
i
g
n
life.
l
i
f
e
.
The
T
h
e
analyses
a
n
a
l
y
s
e
s
shall
s
h
a
l
l
establish:
e
s
t
a
b
l
i
s
h
:
-
the
t
h
e
conductor
c
o
n
d
u
c
t
o
r
cross-sectional
c
r
o
s
s
-
s
e
c
t
i
o
n
a
l
area
a
r
e
a
or
o
r
verity
v
e
r
i
t
y
the
t
h
e
size-specified
s
i
z
e
-
s
p
e
c
i
fi
e
d
by
b
y
purchaser;
p
u
r
c
h
a
s
e
r
;
-
minimum
m
i
n
i
m
u
m
conductor
c
o
n
d
u
c
t
o
r
insulation
i
n
s
u
l
a
t
i
o
n
thickness
t
h
i
c
k
n
e
s
s
required
r
e
q
u
i
r
e
d
to
t
o
meet
m
e
e
t
system
s
y
s
t
e
m
operating
o
p
e
r
a
t
i
n
g
voltages;
v
o
l
t
a
g
e
s
;
-
characteristic
c
h
a
r
a
c
t
e
r
i
s
t
i
c
electrical
e
l
e
c
t
r
i
c
a
l
parameters
p
a
r
a
m
e
t
e
r
s
of
o
f
the
t
h
e
MV
M
V
conductors
c
o
n
d
u
c
t
o
r
s
within
w
i
t
h
i
n
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
such
s
u
c
h
as
a
s
resistance,
r
e
s
i
s
t
a
n
c
e
,
inductance,
i
n
d
u
c
t
a
n
c
e
,
and
a
n
d
capacitance,
c
a
p
a
c
i
t
a
n
c
e
,
and
a
n
d
derived
d
e
r
i
v
e
d
characteristics,
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
,
such
s
u
c
h
as
a
s
series
s
e
r
i
e
s
impedance;
i
m
p
e
d
a
n
c
e
;
-
expected
e
x
p
e
c
t
e
d
voltage
v
o
l
t
a
g
e
drop
d
r
o
p
in
i
n
the
t
h
e
MV
M
V
power
p
o
w
e
r
conductors.
c
o
n
d
u
c
t
o
r
s
.
In
I
n
addition
a
d
d
i
t
i
o
n
to
t
o
determining
d
e
t
e
r
m
i
n
i
n
g
the
t
h
e
electrical
e
l
e
c
t
r
i
c
a
l
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
and
a
n
d
performance
p
e
r
f
o
r
m
a
n
c
e
of
o
f
the
t
h
e
MV
M
V
conductors
c
o
n
d
u
c
t
o
r
s
within
w
i
t
h
i
n
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
establish
e
s
t
a
b
l
i
s
h
the
t
h
e
levels
l
e
v
e
l
s
of
o
f
induced
i
n
d
u
c
e
d
voltages
v
o
l
t
a
g
e
s
between
b
e
t
w
e
e
n
multiple
m
u
l
t
i
p
l
e
MV
M
V
power
p
o
w
e
r
circuits,
c
i
r
c
u
i
t
s
,
and
a
n
d
between
b
e
t
w
e
e
n
the
t
h
e
MV
M
V
power
p
o
w
e
r
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
circuits
c
i
r
c
u
i
t
s
and
a
n
d
any
a
n
y
LV
L
V
power/signal
p
o
w
e
r
/
s
i
g
n
a
l
cables
c
a
b
l
e
s
and
a
n
d
any
a
n
y
other
o
t
h
e
r
electrically
e
l
e
c
t
r
i
c
a
l
l
y
conductive
c
o
n
d
u
c
t
i
v
e
materials
m
a
t
e
r
i
a
l
s
within
w
i
t
h
i
n
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
The
T
h
e
following
f
o
l
l
o
w
i
n
g
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
into
i
n
t
o
account
a
c
c
o
u
n
t
in
i
n
the
t
h
e
analysis:
a
n
a
l
y
s
i
s
:
-
operating
o
p
e
r
a
t
i
n
g
conditions
c
o
n
d
i
t
i
o
n
s
when
w
h
e
n
no
n
o
ground
g
r
o
u
n
d
fault
f
a
u
l
t
is
i
s
present,
p
r
e
s
e
n
t
,
but
b
u
t
also
a
l
s
o
when
w
h
e
n
a
a
single
s
i
n
g
l
e
power
p
o
w
e
r
phase
p
h
a
s
e
experiences
e
x
p
e
r
i
e
n
c
e
s
a
a
fault
f
a
u
l
t
to
t
o
ground;
g
r
o
u
n
d
;
-
materials
m
a
t
e
r
i
a
l
s
selection,
s
e
l
e
c
t
i
o
n
,
including
i
n
c
l
u
d
i
n
g
corrosion
c
o
r
r
o
s
i
o
n
of
o
f
metallic
m
e
t
a
l
l
i
c
elements,
e
l
e
m
e
n
t
s
,
cathodic
c
a
t
h
o
d
i
c
attack,
a
t
t
a
c
k
,
and
a
n
d
delamination
d
e
l
a
m
i
n
a
t
i
o
n
of
o
f
bonded
b
o
n
d
e
d
elements;
e
l
e
m
e
n
t
s
;
-
Analysis
A
n
a
l
y
s
i
s
of
o
f
power
p
o
w
e
r
transfer
t
r
a
n
s
f
e
r
performance
p
e
r
f
o
r
m
a
n
c
e
of
o
f
electrical
e
l
e
c
t
r
i
c
a
l
circuit(s)
c
i
r
c
u
i
t
(
s
)
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
under
u
n
d
e
r
the
t
h
e
range
r
a
n
g
e
of
o
f
operating
o
p
e
r
a
t
i
n
g
voltages
v
o
l
t
a
g
e
s
(including
(
i
n
c
l
u
d
i
n
g
maximum
m
a
x
i
m
u
m
voltage,
v
o
l
t
a
g
e
,
nominal
n
o
m
i
n
a
l
transmission
t
r
a
n
s
m
i
s
s
i
o
n
voltage,
v
o
l
t
a
g
e
,
and
a
n
d
megavolt
m
e
g
a
v
o
l
t
amps
a
m
p
s
(MVA)
(
M
V
A
)
power
p
o
w
e
r
transmission)
t
r
a
n
s
m
i
s
s
i
o
n
)
and
a
n
d
frequencies;
f
r
e
q
u
e
n
c
i
e
s
;
-
Analysis
A
n
a
l
y
s
i
s
shall
s
h
a
l
l
be
b
e
conducted
c
o
n
d
u
c
t
e
d
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
range
r
a
n
g
e
of
o
f
operating
o
p
e
r
a
t
i
n
g
temperatures
t
e
m
p
e
r
a
t
u
r
e
s
that
t
h
a
t
will
w
i
l
l
impact
i
m
p
a
c
t
the
t
h
e
resistance
r
e
s
i
s
t
a
n
c
e
of
o
f
the
t
h
e
conductors.
c
o
n
d
u
c
t
o
r
s
.
The
T
h
e
electrical
e
l
e
c
t
r
i
c
a
l
analysis
a
n
a
l
y
s
i
s
should
s
h
o
u
l
d
be
b
e
based
b
a
s
e
d
on
o
n
analytical
a
n
a
l
y
t
i
c
a
l
or
o
r
numerical
n
u
m
e
r
i
c
a
l
(FE)
(
F
E
)
methods
m
e
t
h
o
d
s
that
t
h
a
t
are
a
r
e
validated
v
a
l
i
d
a
t
e
d
by
b
y
physical
p
h
y
s
i
c
a
l
testing.
t
e
s
t
i
n
g
.
6.5
6
.
5
Thermal
T
h
e
r
m
a
l
Analysis
A
n
a
l
y
s
i
s
Thermal
T
h
e
r
m
a
l
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
be
b
e
conducted
c
o
n
d
u
c
t
e
d
for
f
o
r
umbilicals
u
m
b
i
l
i
c
a
l
s
subjected
s
u
b
j
e
c
t
e
d
to
t
o
elevated
e
l
e
v
a
t
e
d
temperatures,
t
e
m
p
e
r
a
t
u
r
e
s
,
internal
i
n
t
e
r
n
a
l
or
o
r
external
e
x
t
e
r
n
a
l
to
t
o
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
when
w
h
e
n
specified
s
p
e
c
i
fi
e
d
by
b
y
the
t
h
e
purchaser.
p
u
r
c
h
a
s
e
r
.
The
T
h
e
analysis
a
n
a
l
y
s
i
s
should
s
h
o
u
l
d
evaluate
e
v
a
l
u
a
t
e
the
t
h
e
steady
s
t
e
a
d
y
state
s
t
a
t
e
temperature
t
e
m
p
e
r
a
t
u
r
e
distribution
d
i
s
t
r
i
b
u
t
i
o
n
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
cross-section
c
r
o
s
s
-
s
e
c
t
i
o
n
of
o
f
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
The
T
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
shall
s
h
a
l
l
demonstrate
d
e
m
o
n
s
t
r
a
t
e
that
t
h
a
t
temperatures
t
e
m
p
e
r
a
t
u
r
e
s
in
i
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
are
a
r
e
within
w
i
t
h
i
n
all
a
l
l
materials
m
a
t
e
r
i
a
l
s
limits
l
i
m
i
t
s
at
a
t
the
t
h
e
specified
s
p
e
c
i
fi
e
d
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
and
a
n
d
loading
l
o
a
d
i
n
g
conditions.
c
o
n
d
i
t
i
o
n
s
.
The
T
h
e
output
o
u
t
p
u
t
of
o
f
this
t
h
i
s
analysis
a
n
a
l
y
s
i
s
may
m
a
y
result
r
e
s
u
l
t
in
i
n
reductions
r
e
d
u
c
t
i
o
n
s
in
i
n
material
m
a
t
e
r
i
a
l
strength,
s
t
r
e
n
g
t
h
,
fatigue
f
a
t
i
g
u
e
performancev
p
e
r
f
o
r
m
a
n
c
e
v
chemical
c
h
e
m
i
c
a
l
compatibility
c
o
m
p
a
t
i
b
i
l
i
t
y
or
o
r
reduced
r
e
d
u
c
e
d
corrosion
c
o
r
r
o
s
i
o
n
resistance
r
e
s
i
s
t
a
n
c
e
which
w
h
i
c
h
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
into
i
n
t
o
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
in
i
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
design.
d
e
s
i
g
n
.
The
T
h
e
following
f
o
l
l
o
w
i
n
g
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
into
i
n
t
o
account
a
c
c
o
u
n
t
in
i
n
the
t
h
e
analysis:
a
n
a
l
y
s
i
s
:
-
Environmental
E
n
v
i
r
o
n
m
e
n
t
a
l
operating
o
p
e
r
a
t
i
n
g
conditions
c
o
n
d
i
t
i
o
n
s
that
t
h
a
t
represent
r
e
p
r
e
s
e
n
t
the
t
h
e
highest
h
i
g
h
e
s
t
degree
d
e
g
r
e
e
of
o
f
thermal
t
h
e
r
m
a
l
input
i
n
p
u
t
to
t
o
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
system;
s
y
s
t
e
m
;
NOTE
N
O
T
E
1
1
These
T
h
e
s
e
conditions
c
o
n
d
i
t
i
o
n
s
may
m
a
y
only
o
n
l
y
occur
o
c
c
u
r
for
f
o
r
short
s
h
o
r
t
periods
p
e
r
i
o
d
s
of
o
f
time,
t
i
m
e
,
and
a
n
d
a
a
transient
t
r
a
n
s
i
e
n
t
analysis
a
n
a
l
y
s
i
s
method
m
e
t
h
o
d
may
m
a
y
be
b
e
proposed
p
r
o
p
o
s
e
d
to
t
o
take
t
a
k
e
such
s
u
c
h
temporary
t
e
m
p
o
r
a
r
y
conditions
c
o
n
d
i
t
i
o
n
s
into
i
n
t
o
account.
a
c
c
o
u
n
t
.
-
Evaluation
E
v
a
l
u
a
t
i
o
n
of
o
f
various
v
a
r
i
o
u
s
locations
l
o
c
a
t
i
o
n
s
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
system
s
y
s
t
e
m
to
t
o
ensure
e
n
s
u
r
e
the
t
h
e
highest
h
i
g
h
e
s
t
operating
o
p
e
r
a
t
i
n
g
temperatures
t
e
m
p
e
r
a
t
u
r
e
s
have
h
a
v
e
been
b
e
e
n
identified;
i
d
e
n
t
i
fi
e
d
;
-
Maximum
M
a
x
i
m
u
m
electrical
e
l
e
c
t
r
i
c
a
l
loading
l
o
a
d
i
n
g
as
a
s
determined
d
e
t
e
r
m
i
n
e
d
by
b
y
the
t
h
e
electrical
e
l
e
c
t
r
i
c
a
l
system
s
y
s
t
e
m
analysis,
a
n
a
l
y
s
i
s
,
including
i
n
c
l
u
d
i
n
g
induced
i
n
d
u
c
e
d
voltages
v
o
l
t
a
g
e
s
and
a
n
d
currents
c
u
r
r
e
n
t
s
into
i
n
t
o
the
t
h
e
LV
L
V
electrical
e
l
e
c
t
r
i
c
a
l
cables
c
a
b
l
e
s
and
a
n
d
non-
n
o
n
-
current-carrying
c
u
r
r
e
n
t
-
c
a
r
r
y
i
n
g
conductive
c
o
n
d
u
c
t
i
v
e
components;
c
o
m
p
o
n
e
n
t
s
;
and
a
n
d
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
Expected
E
x
p
e
c
t
e
d
range
r
a
n
g
e
of
o
f
operating
o
p
e
r
a
t
i
n
g
frequencies.
f
r
e
q
u
e
n
c
i
e
s
.
NOTE
N
O
T
E
2
2
The
T
h
e
analysis
a
n
a
l
y
s
i
s
may
m
a
y
consider
c
o
n
s
i
d
e
r
thermal
t
h
e
r
m
a
l
conductivity
c
o
n
d
u
c
t
i
v
i
t
y
of
o
f
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
materials
m
a
t
e
r
i
a
l
s
allowing
a
l
l
o
w
i
n
g
axial
a
x
i
a
l
heat
h
e
a
t
transfer
t
r
a
n
s
f
e
r
along
a
l
o
n
g
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
convective
c
o
n
v
e
c
t
i
v
e
heat
h
e
a
t
transfer
t
r
a
n
s
f
e
r
within
w
i
t
h
i
n
the
t
h
e
umbilical,
u
m
b
i
l
i
c
a
l
,
and
a
n
d
in
i
n
the
t
h
e
environment
e
n
v
i
r
o
n
m
e
n
t
adjacent
a
d
j
a
c
e
n
t
to
t
o
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
as
a
s
appropriate.
a
p
p
r
o
p
r
i
a
t
e
.
NOTE
N
O
T
E
3
3
The
T
h
e
thermal
t
h
e
r
m
a
l
analysis
a
n
a
l
y
s
i
s
may
m
a
y
be
b
e
based
b
a
s
e
d
on
o
n
analytical
a
n
a
l
y
t
i
c
a
l
or
o
r
numerical
n
u
m
e
r
i
c
a
l
(FE)
(
F
E
)
methods.
m
e
t
h
o
d
s
.
6.6
6
.
6
Installation
I
n
s
t
a
l
l
a
t
i
o
n
Analysis
A
n
a
l
y
s
i
s
All
A
l
l
transport,
t
r
a
n
s
p
o
r
t
,
load
l
o
a
d
transfer,
t
r
a
n
s
f
e
r
,
lifting,
l
i
f
t
i
n
g
,
and
a
n
d
subsea
s
u
b
s
e
a
operations
o
p
e
r
a
t
i
o
n
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
according
a
c
c
o
r
d
i
n
g
to
t
o
company
c
o
m
p
a
n
y
requirements,
r
e
q
u
i
r
e
m
e
n
t
s
,
DNV
D
N
V
Rules
R
u
l
e
s
for
f
o
r
Planning
P
l
a
n
n
i
n
g
and
a
n
d
Execution
E
x
e
c
u
t
i
o
n
of
o
f
Marine
M
a
r
i
n
e
Operations,
O
p
e
r
a
t
i
o
n
s
,
or
o
r
other
o
t
h
e
r
equivalent
e
q
u
i
v
a
l
e
n
t
standard.
s
t
a
n
d
a
r
d
.
Installation
I
n
s
t
a
l
l
a
t
i
o
n
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
demonstrate
d
e
m
o
n
s
t
r
a
t
e
that
t
h
a
t
suitable
s
u
i
t
a
b
l
e
installation
i
n
s
t
a
l
l
a
t
i
o
n
equipment
e
q
u
i
p
m
e
n
t
(tensioners,
(
t
e
n
s
i
o
n
e
r
s
,
pads,
p
a
d
s
,
chutes,
c
h
u
t
e
s
,
etc.)
e
t
c
.
)
and
a
n
d
procedures
p
r
o
c
e
d
u
r
e
s
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
to
t
o
install
i
n
s
t
a
l
l
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
without
w
i
t
h
o
u
t
risk
r
i
s
k
of
o
f
damage.
d
a
m
a
g
e
.
In
I
n
particular,
p
a
r
t
i
c
u
l
a
r
,
load
l
o
a
d
transfer,
t
r
a
n
s
f
e
r
,
friction
f
r
i
c
t
i
o
n
between
b
e
t
w
e
e
n
umbilical
u
m
b
i
l
i
c
a
l
components,
c
o
m
p
o
n
e
n
t
s
,
crushing
c
r
u
s
h
i
n
g
resistance,
r
e
s
i
s
t
a
n
c
e
,
and
a
n
d
friction
f
r
i
c
t
i
o
n
between
b
e
t
w
e
e
n
umbilical
u
m
b
i
l
i
c
a
l
and
a
n
d
pads
p
a
d
s
shall
s
h
a
l
l
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
and
a
n
d
accounted
a
c
c
o
u
n
t
e
d
for
f
o
r
in
i
n
the
t
h
e
installation
i
n
s
t
a
l
l
a
t
i
o
n
analysis.
a
n
a
l
y
s
i
s
.
In
I
n
addition,
a
d
d
i
t
i
o
n
,
a
a
recovery
r
e
c
o
v
e
r
y
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
be
b
e
performed.
p
e
r
f
o
r
m
e
d
.
Conditions
C
o
n
d
i
t
i
o
n
s
of
o
f
recovery
r
e
c
o
v
e
r
y
shall
s
h
a
l
l
be
b
e
identified.
i
d
e
n
t
i
fi
e
d
.
The
T
h
e
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
be
b
e
conducted
c
o
n
d
u
c
t
e
d
in
i
n
the
t
h
e
same
s
a
m
e
way
w
a
y
as
a
s
for
f
o
r
the
t
h
e
installation
i
n
s
t
a
l
l
a
t
i
o
n
analysis.
a
n
a
l
y
s
i
s
.
The
T
h
e
utilization
u
t
i
l
i
z
a
t
i
o
n
factors
f
a
c
t
o
r
s
identical
i
d
e
n
t
i
c
a
l
to
t
o
those
t
h
o
s
e
for
f
o
r
the
t
h
e
installation
i
n
s
t
a
l
l
a
t
i
o
n
case
c
a
s
e
shall
s
h
a
l
l
be
b
e
taken.
t
a
k
e
n
.
6.7
6
.
7
Fatigue
F
a
t
i
g
u
e
Life
L
i
f
e
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
with
w
i
t
h
fatigue
f
a
t
i
g
u
e
life
l
i
f
e
that
t
h
a
t
is
i
s
equal
e
q
u
a
l
to
t
o
or
o
r
greater
g
r
e
a
t
e
r
than
t
h
a
n
10
1
0
times
t
i
m
e
s
the
t
h
e
service
s
e
r
v
i
c
e
life.
l
i
f
e
.
NOTE
N
O
T
E
1
1
The
T
h
e
service
s
e
r
v
i
c
e
life
l
i
f
e
is
i
s
determined
d
e
t
e
r
m
i
n
e
d
on
o
n
a
a
project-specific
p
r
o
j
e
c
t
-
s
p
e
c
i
fi
c
basis.
b
a
s
i
s
.
NOTE
N
O
T
E
2
2
Qualification
Q
u
a
l
i
fi
c
a
t
i
o
n
or
o
r
verification
v
e
r
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
may
m
a
y
be
b
e
considered
c
o
n
s
i
d
e
r
e
d
necessary
n
e
c
e
s
s
a
r
y
to
t
o
confirm
c
o
n
fi
r
m
that
t
h
a
t
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
design
d
e
s
i
g
n
methodology,
m
e
t
h
o
d
o
l
o
g
y
,
analysis
a
n
a
l
y
s
i
s
methodologies,
m
e
t
h
o
d
o
l
o
g
i
e
s
,
and
a
n
d
software
s
o
f
t
w
a
r
e
tools
t
o
o
l
s
are
a
r
e
mature
m
a
t
u
r
e
and
a
n
d
accurate
a
c
c
u
r
a
t
e
for
f
o
r
the
t
h
e
prediction
p
r
e
d
i
c
t
i
o
n
of
o
f
fatigue
f
a
t
i
g
u
e
damage
d
a
m
a
g
e
and
a
n
d
fatigue
f
a
t
i
g
u
e
life.
l
i
f
e
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.
7
.
Component
C
o
m
p
o
n
e
n
t
Design,
D
e
s
i
g
n
,
Manufacture,
M
a
n
u
f
a
c
t
u
r
e
,
and
a
n
d
Test
T
e
s
t
7.1
7
.
1
General
G
e
n
e
r
a
l
7.1.1
7
.
1
.
1
Design
D
e
s
i
g
n
Verification
V
e
r
i
fi
c
a
t
i
o
n
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
components
c
o
m
p
o
n
e
n
t
s
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
and
a
n
d
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
to
t
o
meet
m
e
e
t
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
functional
f
u
n
c
t
i
o
n
a
l
and
a
n
d
technical
t
e
c
h
n
i
c
a
l
requirements.
r
e
q
u
i
r
e
m
e
n
t
s
.
Conformance
C
o
n
f
o
r
m
a
n
c
e
shall
s
h
a
l
l
be
b
e
demonstrated
d
e
m
o
n
s
t
r
a
t
e
d
by
b
y
verification
v
e
r
i
fi
c
a
t
i
o
n
and
a
n
d
acceptance
a
c
c
e
p
t
a
n
c
e
testing.
t
e
s
t
i
n
g
.
NOTE
N
O
T
E
1
1
For
F
o
r
new
n
e
w
component
c
o
m
p
o
n
e
n
t
designs
d
e
s
i
g
n
s
that
t
h
a
t
are
a
r
e
similar
s
i
m
i
l
a
r
to
t
o
previously
p
r
e
v
i
o
u
s
l
y
verified
v
e
r
i
fi
e
d
designs
d
e
s
i
g
n
s
and
a
n
d
whose
w
h
o
s
e
performance
p
e
r
f
o
r
m
a
n
c
e
can
c
a
n
be
b
e
predicted
p
r
e
d
i
c
t
e
d
with
w
i
t
h
a
a
high
h
i
g
h
level
l
e
v
e
l
of
o
f
confidence,
c
o
n
fi
d
e
n
c
e
,
design
d
e
s
i
g
n
verification
v
e
r
i
fi
c
a
t
i
o
n
tests
t
e
s
t
s
may
m
a
y
be
b
e
included
i
n
c
l
u
d
e
d
with
w
i
t
h
some
s
o
m
e
or
o
r
all
a
l
l
of
o
f
the
t
h
e
component
c
o
m
p
o
n
e
n
t
FATs.
F
A
T
s
.
NOTE
N
O
T
E
2
2
If
I
f
the
t
h
e
component
c
o
m
p
o
n
e
n
t
design
d
e
s
i
g
n
is
i
s
similar
s
i
m
i
l
a
r
to
t
o
a
a
previously
p
r
e
v
i
o
u
s
l
y
validated
v
a
l
i
d
a
t
e
d
design
d
e
s
i
g
n
and
a
n
d
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
is
i
s
being
b
e
i
n
g
installed
i
n
s
t
a
l
l
e
d
under
u
n
d
e
r
similar
s
i
m
i
l
a
r
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
and
a
n
d
service
s
e
r
v
i
c
e
conditions,
c
o
n
d
i
t
i
o
n
s
,
design
d
e
s
i
g
n
verification
v
e
r
i
fi
c
a
t
i
o
n
may
m
a
y
be
b
e
substituted
s
u
b
s
t
i
t
u
t
e
d
by
b
y
previous
p
r
e
v
i
o
u
s
historical
h
i
s
t
o
r
i
c
a
l
design
d
e
s
i
g
n
verification
v
e
r
i
fi
c
a
t
i
o
n
data.
d
a
t
a
.
The
T
h
e
performance
p
e
r
f
o
r
m
a
n
c
e
of
o
f
the
t
h
e
end
e
n
d
terminations,
t
e
r
m
i
n
a
t
i
o
n
s
,
midline
m
i
d
l
i
n
e
connectors,
c
o
n
n
e
c
t
o
r
s
,
and
a
n
d
ancillary
a
n
c
i
l
l
a
r
y
equipment
e
q
u
i
p
m
e
n
t
shall
s
h
a
l
l
be
b
e
verified
v
e
r
i
fi
e
d
by
b
y
testing,
t
e
s
t
i
n
g
,
if
i
f
applicable.
a
p
p
l
i
c
a
b
l
e
.
Verification
V
e
r
i
fi
c
a
t
i
o
n
and
a
n
d
acceptance
a
c
c
e
p
t
a
n
c
e
tests
t
e
s
t
s
that
t
h
a
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
during
d
u
r
i
n
g
and
a
n
d
on
o
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
component
c
o
m
p
o
n
e
n
t
manufacture
m
a
n
u
f
a
c
t
u
r
e
specified
s
p
e
c
i
fi
e
d
in
i
n
this
t
h
i
s
section
s
e
c
t
i
o
n
are
a
r
e
summarized
s
u
m
m
a
r
i
z
e
d
in
i
n
Annex
A
n
n
e
x
D.
D
.
7.1.2
7
.
1
.
2
Quality
Q
u
a
l
i
t
y
Plan
P
l
a
n
Before
B
e
f
o
r
e
production
p
r
o
d
u
c
t
i
o
n
commences,
c
o
m
m
e
n
c
e
s
,
the
t
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
shall
s
h
a
l
l
prepare
p
r
e
p
a
r
e
a
a
quality
q
u
a
l
i
t
y
plan.
p
l
a
n
.
The
T
h
e
quality
q
u
a
l
i
t
y
plan
p
l
a
n
shall
s
h
a
l
l
demonstrate
d
e
m
o
n
s
t
r
a
t
e
how
h
o
w
the
t
h
e
specified
s
p
e
c
i
fi
e
d
properties
p
r
o
p
e
r
t
i
e
s
can
c
a
n
be
b
e
achieved
a
c
h
i
e
v
e
d
and
a
n
d
verified
v
e
r
i
fi
e
d
through
t
h
r
o
u
g
h
the
t
h
e
proposed
p
r
o
p
o
s
e
d
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
route.
r
o
u
t
e
.
The
T
h
e
quality
q
u
a
l
i
t
y
plan
p
l
a
n
shall
s
h
a
l
l
address
a
d
d
r
e
s
s
all
a
l
l
factors
f
a
c
t
o
r
s
that
t
h
a
t
influence
i
n
fl
u
e
n
c
e
the
t
h
e
quality
q
u
a
l
i
t
y
and
a
n
d
reliability
r
e
l
i
a
b
i
l
i
t
y
of
o
f
production.
p
r
o
d
u
c
t
i
o
n
.
All
A
l
l
main
m
a
i
n
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
steps,
s
t
e
p
s
,
from
f
r
o
m
control
c
o
n
t
r
o
l
of
o
f
received
r
e
c
e
i
v
e
d
raw
r
a
w
material
m
a
t
e
r
i
a
l
to
t
o
shipment
s
h
i
p
m
e
n
t
of
o
f
the
t
h
e
finished
fi
n
i
s
h
e
d
product
p
r
o
d
u
c
t
(including
(
i
n
c
l
u
d
i
n
g
all
a
l
l
examination
e
x
a
m
i
n
a
t
i
o
n
and
a
n
d
checkpoints),
c
h
e
c
k
p
o
i
n
t
s
)
,
should
s
h
o
u
l
d
be
b
e
covered
c
o
v
e
r
e
d
in
i
n
detail.
d
e
t
a
i
l
.
References
R
e
f
e
r
e
n
c
e
s
to
t
o
the
t
h
e
procedures
p
r
o
c
e
d
u
r
e
s
established
e
s
t
a
b
l
i
s
h
e
d
for
f
o
r
the
t
h
e
execution
e
x
e
c
u
t
i
o
n
of
o
f
all
a
l
l
steps
s
t
e
p
s
shall
s
h
a
l
l
be
b
e
included.
i
n
c
l
u
d
e
d
.
The
T
h
e
quality
q
u
a
l
i
t
y
plan
p
l
a
n
shall
s
h
a
l
l
be
b
e
approved
a
p
p
r
o
v
e
d
by
b
y
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
and
a
n
d
shall,
s
h
a
l
l
,
at
a
t
a
a
minimum,
m
i
n
i
m
u
m
,
contain
c
o
n
t
a
i
n
the
t
h
e
following
f
o
l
l
o
w
i
n
g
information:
i
n
f
o
r
m
a
t
i
o
n
:
-
plan(s)
p
l
a
n
(
s
)
and
a
n
d
process
p
r
o
c
e
s
s
flow
fl
o
w
description/diagram;
d
e
s
c
r
i
p
t
i
o
n
/
d
i
a
g
r
a
m
;
-
project-specific
p
r
o
j
e
c
t
-
s
p
e
c
i
fi
c
quality
q
u
a
l
i
t
y
plan;
p
l
a
n
;
-
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
process;
p
r
o
c
e
s
s
;
-
manufacturer(s)
m
a
n
u
f
a
c
t
u
r
e
r
(
s
)
of
o
f
functional
f
u
n
c
t
i
o
n
a
l
components
c
o
m
p
o
n
e
n
t
s
and
a
n
d
any
a
n
y
supplier
s
u
p
p
l
i
e
r
quality
q
u
a
l
i
t
y
plans;
p
l
a
n
s
;
-
handling,
h
a
n
d
l
i
n
g
,
loading,
l
o
a
d
i
n
g
,
and
a
n
d
shipping
s
h
i
p
p
i
n
g
procedures.
p
r
o
c
e
d
u
r
e
s
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.1.3
7
.
1
.
3
Materials
M
a
t
e
r
i
a
l
s
Selection
S
e
l
e
c
t
i
o
n
The
T
h
e
choice
c
h
o
i
c
e
of
o
f
the
t
h
e
materials
m
a
t
e
r
i
a
l
s
shall
s
h
a
l
l
be
b
e
made
m
a
d
e
with
w
i
t
h
a
a
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
of
o
f
the
t
h
e
following:
f
o
l
l
o
w
i
n
g
:
-
installed
i
n
s
t
a
l
l
e
d
environment;
e
n
v
i
r
o
n
m
e
n
t
;
-
installed
i
n
s
t
a
l
l
e
d
duty;
d
u
t
y
;
-
ability
a
b
i
l
i
t
y
to
t
o
be
b
e
used
u
s
e
d
in
i
n
the
t
h
e
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
process;
p
r
o
c
e
s
s
;
-
in-service
i
n
-
s
e
r
v
i
c
e
repair;
r
e
p
a
i
r
;
-
degradation
d
e
g
r
a
d
a
t
i
o
n
related
r
e
l
a
t
e
d
to
t
o
the
t
h
e
seawater
s
e
a
w
a
t
e
r
environment
e
n
v
i
r
o
n
m
e
n
t
and
a
n
d
service
s
e
r
v
i
c
e
fluids.
fl
u
i
d
s
.
NOTE
N
O
T
E
EEMUA
E
E
M
U
A
Publication
P
u
b
l
i
c
a
t
i
o
n
194
1
9
4
includes
i
n
c
l
u
d
e
s
guidance
g
u
i
d
a
n
c
e
on
o
n
materials
m
a
t
e
r
i
a
l
s
selection
s
e
l
e
c
t
i
o
n
for
f
o
r
umbilicals
u
m
b
i
l
i
c
a
l
s
and
a
n
d
subsea
s
u
b
s
e
a
equipment.
e
q
u
i
p
m
e
n
t
.
7.2
7
.
2
Electric
E
l
e
c
t
r
i
c
Cables
C
a
b
l
e
s
7.2.1
7
.
2
.
1
General
G
e
n
e
r
a
l
Electric
E
l
e
c
t
r
i
c
cables
c
a
b
l
e
s
shall
s
h
a
l
l
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
continuous
c
o
n
t
i
n
u
o
u
s
operation,
o
p
e
r
a
t
i
o
n
,
with
w
i
t
h
the
t
h
e
insulated
i
n
s
u
l
a
t
e
d
conductors
c
o
n
d
u
c
t
o
r
s
operating
o
p
e
r
a
t
i
n
g
in
i
n
a
a
fully
f
u
l
l
y
flooded
fl
o
o
d
e
d
seawater
s
e
a
w
a
t
e
r
environment.
e
n
v
i
r
o
n
m
e
n
t
.
The
T
h
e
design
d
e
s
i
g
n
of
o
f
the
t
h
e
electric
e
l
e
c
t
r
i
c
cables
c
a
b
l
e
s
shall
s
h
a
l
l
recognize
r
e
c
o
g
n
i
z
e
that
t
h
a
t
the
t
h
e
cables
c
a
b
l
e
s
may
m
a
y
be
b
e
terminated
t
e
r
m
i
n
a
t
e
d
in
i
n
some
s
o
m
e
form
f
o
r
m
of
o
f
waterblocking
w
a
t
e
r
b
l
o
c
k
i
n
g
arrangement(s),
a
r
r
a
n
g
e
m
e
n
t
(
s
)
,
which
w
h
i
c
h
shall
s
h
a
l
l
function
f
u
n
c
t
i
o
n
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
design
d
e
s
i
g
n
life.
l
i
f
e
.
NOTE
N
O
T
E
The
T
h
e
use
u
s
e
of
o
f
the
t
h
e
terms
t
e
r
m
s
“signal”
“
s
i
g
n
a
l
”
or
o
r
“power,”
“
p
o
w
e
r
,
”
with
w
i
t
h
respect
r
e
s
p
e
c
t
to
t
o
cable
c
a
b
l
e
descriptions,
d
e
s
c
r
i
p
t
i
o
n
s
,
are
a
r
e
customer-specific
c
u
s
t
o
m
e
r
-
s
p
e
c
i
fi
c
and
a
n
d
relate
r
e
l
a
t
e
only
o
n
l
y
to
t
o
how
h
o
w
they
t
h
e
y
are
a
r
e
used
u
s
e
d
in
i
n
service.
s
e
r
v
i
c
e
.
7.2.2
7
.
2
.
2
Operating
O
p
e
r
a
t
i
n
g
Voltages
V
o
l
t
a
g
e
s
The
T
h
e
operating
o
p
e
r
a
t
i
n
g
voltages
v
o
l
t
a
g
e
s
shall
s
h
a
l
l
be
b
e
defined
d
e
fi
n
e
d
using
u
s
i
n
g
Uo,
U
o
,
U,
U
,
and
a
n
d
(7m.
(
7
m
.
Cables
C
a
b
l
e
s
included
i
n
c
l
u
d
e
d
in
i
n
this
t
h
i
s
standard
s
t
a
n
d
a
r
d
shall
s
h
a
l
l
be
b
e
defined
d
e
fi
n
e
d
as
a
s
low
l
o
w
voltage
v
o
l
t
a
g
e
(LV)
(
L
V
)
or
o
r
medium
m
e
d
i
u
m
voltage
v
o
l
t
a
g
e
(MV).
(
M
V
)
.
7.2.3
7
.
2
.
3
Low-voltage
L
o
w
-
v
o
l
t
a
g
e
Cables
C
a
b
l
e
s
Low
L
o
w
voltage
v
o
l
t
a
g
e
cables
c
a
b
l
e
s
shall
s
h
a
l
l
follow
f
o
l
l
o
w
the
t
h
e
basic
b
a
s
i
c
design
d
e
s
i
g
n
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
IEC
I
E
C
60502-1,
6
0
5
0
2
-
1
,
which
w
h
i
c
h
covers
c
o
v
e
r
s
the
t
h
e
0.6/1
0
.
6
/
1
(1.2)
(
1
.
2
)
kV
k
V
and
a
n
d
1.8/3
1
.
8
/
3
(3.6)
(
3
.
6
)
kV.
k
V
.
NOTE
N
O
T
E
1
1
Other
O
t
h
e
r
voltage
v
o
l
t
a
g
e
combinations
c
o
m
b
i
n
a
t
i
o
n
s
for
f
o
r
LV
L
V
cable
c
a
b
l
e
may
m
a
y
be
b
e
used,
u
s
e
d
,
provided
p
r
o
v
i
d
e
d
they
t
h
e
y
fall
f
a
l
l
within
w
i
t
h
i
n
this
t
h
i
s
range.
r
a
n
g
e
.
NOTE
N
O
T
E
2
2
Most
M
o
s
t
low-voltage
l
o
w
-
v
o
l
t
a
g
e
cables
c
a
b
l
e
s
likely
l
i
k
e
l
y
take
t
a
k
e
the
t
h
e
form
f
o
r
m
of
o
f
multicore
m
u
l
t
i
c
o
r
e
cables,
c
a
b
l
e
s
,
such
s
u
c
h
as
a
s
pairs,
p
a
i
r
s
,
triads,
t
r
i
a
d
s
,
or
o
r
quads.
q
u
a
d
s
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.2.4
7
.
2
.
4
Medium
M
e
d
i
u
m
Voltage
V
o
l
t
a
g
e
Cables
C
a
b
l
e
s
Medium-voltage
M
e
d
i
u
m
-
v
o
l
t
a
g
e
cables
c
a
b
l
e
s
shall
s
h
a
l
l
follow
f
o
l
l
o
w
the
t
h
e
basic
b
a
s
i
c
design
d
e
s
i
g
n
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
IEC
I
E
C
60502-2,
6
0
5
0
2
-
2
,
which
w
h
i
c
h
covers
c
o
v
e
r
s
3.6/6
3
.
6
/
6
(7.2)
(
7
.
2
)
kV;
k
V
;
6/10
6
/
1
0
(12)
(
1
2
)
kV;
k
V
;
8.7/15
8
.
7
/
1
5
(17.5)
(
1
7
.
5
)
kV;
k
V
;
12/20
1
2
/
2
0
(24)
(
2
4
)
kV;
k
V
;
and
a
n
d
18/30
1
8
/
3
0
(36)
(
3
6
)
kV,
k
V
,
with
w
i
t
h
additional
a
d
d
i
t
i
o
n
a
l
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
for
f
o
r
submarine
s
u
b
m
a
r
i
n
e
applications.
a
p
p
l
i
c
a
t
i
o
n
s
.
NOTE
N
O
T
E
Other
O
t
h
e
r
voltage
v
o
l
t
a
g
e
combinations
c
o
m
b
i
n
a
t
i
o
n
s
for
f
o
r
MV
M
V
cable
c
a
b
l
e
may
m
a
y
be
b
e
used,
u
s
e
d
,
provided
p
r
o
v
i
d
e
d
they
t
h
e
y
fall
f
a
l
l
within
w
i
t
h
i
n
this
t
h
i
s
range.
r
a
n
g
e
.
In
I
n
addition
a
d
d
i
t
i
o
n
to
t
o
IEC
I
E
C
60502-2,
6
0
5
0
2
-
2
,
other
o
t
h
e
r
industry
i
n
d
u
s
t
r
y
standards
s
t
a
n
d
a
r
d
s
exist
e
x
i
s
t
that
t
h
a
t
govern
g
o
v
e
r
n
power-
p
o
w
e
r
-
cable
c
a
b
l
e
design,
d
e
s
i
g
n
,
including
i
n
c
l
u
d
i
n
g
those
t
h
o
s
e
written
w
r
i
t
t
e
n
by
b
y
ICEA
I
C
E
A
and
a
n
d
IEEE.
I
E
E
E
.
Medium-voltage
M
e
d
i
u
m
-
v
o
l
t
a
g
e
cables
c
a
b
l
e
s
usually
u
s
u
a
l
l
y
shall
s
h
a
l
l
be
b
e
supplied
s
u
p
p
l
i
e
d
as
a
s
individual
i
n
d
i
v
i
d
u
a
l
cores,
c
o
r
e
s
,
or
o
r
as
a
s
a
a
unit
u
n
i
t
containing
c
o
n
t
a
i
n
i
n
g
three
t
h
r
e
e
cores.
c
o
r
e
s
.
7.2.5
7
.
2
.
5
Construction
C
o
n
s
t
r
u
c
t
i
o
n
7.2.5.1
7
.
2
.
5
.
1
General
G
e
n
e
r
a
l
Various
V
a
r
i
o
u
s
cable
c
a
b
l
e
constructions
c
o
n
s
t
r
u
c
t
i
o
n
s
are
a
r
e
acceptable
a
c
c
e
p
t
a
b
l
e
for
f
o
r
use
u
s
e
in
i
n
a
a
subsea
s
u
b
s
e
a
umbilical;
u
m
b
i
l
i
c
a
l
;
however,
h
o
w
e
v
e
r
,
the
t
h
e
chosen
c
h
o
s
e
n
design
d
e
s
i
g
n
shall
s
h
a
l
l
be
b
e
verified
v
e
r
i
fi
e
d
according
a
c
c
o
r
d
i
n
g
to
t
o
requirements
r
e
q
u
i
r
e
m
e
n
t
s
defined
d
e
fi
n
e
d
in
i
n
Section
S
e
c
t
i
o
n
4.
4
.
Cables
C
a
b
l
e
s
shall
s
h
a
l
l
be
b
e
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
NOTE
N
O
T
E
Some
S
o
m
e
cables
c
a
b
l
e
s
may
m
a
y
include
i
n
c
l
u
d
e
screening
s
c
r
e
e
n
i
n
g
and/or
a
n
d
/
o
r
armoring,
a
r
m
o
r
i
n
g
,
depending
d
e
p
e
n
d
i
n
g
on
o
n
intended
i
n
t
e
n
d
e
d
service
s
e
r
v
i
c
e
or
o
r
for
f
o
r
other
o
t
h
e
r
reasons.
r
e
a
s
o
n
s
.
Electric
E
l
e
c
t
r
i
c
cores
c
o
r
e
s
and
a
n
d
cables
c
a
b
l
e
s
should
s
h
o
u
l
d
be
b
e
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
as
a
s
continuous
c
o
n
t
i
n
u
o
u
s
lengths.
l
e
n
g
t
h
s
.
If
I
f
splices
s
p
l
i
c
e
s
are
a
r
e
necessary
n
e
c
e
s
s
a
r
y
to
t
o
achieve
a
c
h
i
e
v
e
the
t
h
e
final
fi
n
a
l
length
l
e
n
g
t
h
requirements,
r
e
q
u
i
r
e
m
e
n
t
s
,
these
t
h
e
s
e
shall
s
h
a
l
l
be
b
e
carried
c
a
r
r
i
e
d
out
o
u
t
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
qualified
q
u
a
l
i
fi
e
d
procedures
p
r
o
c
e
d
u
r
e
s
by
b
y
qualified
q
u
a
l
i
fi
e
d
personnel
p
e
r
s
o
n
n
e
l
specified
s
p
e
c
i
fi
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
Splices
S
p
l
i
c
e
s
shall
s
h
a
l
l
also
a
l
s
o
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
the
t
h
e
same
s
a
m
e
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
and
a
n
d
acceptance
a
c
c
e
p
t
a
n
c
e
criteria
c
r
i
t
e
r
i
a
as
a
s
the
t
h
e
insulated
i
n
s
u
l
a
t
e
d
conductors
c
o
n
d
u
c
t
o
r
s
and
a
n
d
cables.
c
a
b
l
e
s
.
In
I
n
a
a
multicore
m
u
l
t
i
c
o
r
e
cable,
c
a
b
l
e
,
the
t
h
e
construction
c
o
n
s
t
r
u
c
t
i
o
n
shall
s
h
a
l
l
ensure
e
n
s
u
r
e
that
t
h
a
t
the
t
h
e
cores
c
o
r
e
s
can
c
a
n
be
b
e
readily
r
e
a
d
i
l
y
separated
s
e
p
a
r
a
t
e
d
for
f
o
r
termination
t
e
r
m
i
n
a
t
i
o
n
purposes
p
u
r
p
o
s
e
s
and
a
n
d
do
d
o
not
n
o
t
adhere
a
d
h
e
r
e
or
o
r
bond
b
o
n
d
to
t
o
the
t
h
e
sheath,
s
h
e
a
t
h
,
fillers,
fi
l
l
e
r
s
,
binder
b
i
n
d
e
r
tape,
t
a
p
e
,
or
o
r
adjacent
a
d
j
a
c
e
n
t
cores.
c
o
r
e
s
.
As
A
s
cable
c
a
b
l
e
cores
c
o
r
e
s
are,
a
r
e
,
in
i
n
many
m
a
n
y
cases,
c
a
s
e
s
,
sealed
s
e
a
l
e
d
by
b
y
boot-seal
b
o
o
t
-
s
e
a
l
methods,
m
e
t
h
o
d
s
,
the
t
h
e
surface
s
u
r
f
a
c
e
of
o
f
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
round,
r
o
u
n
d
,
smooth,
s
m
o
o
t
h
,
and
a
n
d
free
f
r
e
e
from
f
r
o
m
marks,
m
a
r
k
s
,
indentations,
i
n
d
e
n
t
a
t
i
o
n
s
,
and
a
n
d
surface
s
u
r
f
a
c
e
defects
d
e
f
e
c
t
s
that
t
h
a
t
can
c
a
n
aDect
a
D
e
c
t
sealing.
s
e
a
l
i
n
g
.
On
O
n
a
a
design-specific
d
e
s
i
g
n
-
s
p
e
c
i
fi
c
basis,
b
a
s
i
s
,
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
given
g
i
v
e
n
to
t
o
conductor-strain
c
o
n
d
u
c
t
o
r
-
s
t
r
a
i
n
relief
r
e
l
i
e
f
due
d
u
e
to
t
o
compressive
c
o
m
p
r
e
s
s
i
v
e
and
a
n
d
tensile
t
e
n
s
i
l
e
forces
f
o
r
c
e
s
and
a
n
d
the
t
h
e
potential
p
o
t
e
n
t
i
a
l
for
f
o
r
damaging
d
a
m
a
g
i
n
g
crushing
c
r
u
s
h
i
n
g
forces
f
o
r
c
e
s
that
t
h
a
t
can
c
a
n
arise
a
r
i
s
e
in
i
n
the
t
h
e
laid-up
l
a
i
d
-
u
p
components,
c
o
m
p
o
n
e
n
t
s
,
particularly
p
a
r
t
i
c
u
l
a
r
l
y
for
f
o
r
deepwater
d
e
e
p
w
a
t
e
r
service.
s
e
r
v
i
c
e
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
Where
W
h
e
r
e
necessary,
n
e
c
e
s
s
a
r
y
,
the
t
h
e
designs
d
e
s
i
g
n
s
shall
s
h
a
l
l
take
t
a
k
e
into
i
n
t
o
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
the
t
h
e
eDects
e
D
e
c
t
s
and
a
n
d
mitigation
m
i
t
i
g
a
t
i
o
n
of
o
f
gas
g
a
s
and
a
n
d
liquid
l
i
q
u
i
d
migration
m
i
g
r
a
t
i
o
n
in
i
n
electric
e
l
e
c
t
r
i
c
cables.
c
a
b
l
e
s
.
7.2.5.2
7
.
2
.
5
.
2
Construction
C
o
n
s
t
r
u
c
t
i
o
n
Material
M
a
t
e
r
i
a
l
Electric-cable
E
l
e
c
t
r
i
c
-
c
a
b
l
e
construction
c
o
n
s
t
r
u
c
t
i
o
n
materials
m
a
t
e
r
i
a
l
s
(such
(
s
u
c
h
as
a
s
insulation,
i
n
s
u
l
a
t
i
o
n
,
fillers,
fi
l
l
e
r
s
,
sheathing,
s
h
e
a
t
h
i
n
g
,
etc.)
e
t
c
.
)
shall
s
h
a
l
l
be
b
e
oil/dielectric-fluid-resistant
o
i
l
/
d
i
e
l
e
c
t
r
i
c
-
fl
u
i
d
-
r
e
s
i
s
t
a
n
t
in
i
n
order
o
r
d
e
r
to
t
o
avoid
a
v
o
i
d
deterioration
d
e
t
e
r
i
o
r
a
t
i
o
n
of
o
f
their
t
h
e
i
r
electrical
e
l
e
c
t
r
i
c
a
l
and
a
n
d
physical
p
h
y
s
i
c
a
l
properties
p
r
o
p
e
r
t
i
e
s
if
i
f
terminations/connectors
t
e
r
m
i
n
a
t
i
o
n
s
/
c
o
n
n
e
c
t
o
r
s
are
a
r
e
of
o
f
the
t
h
e
pressure-compensated
p
r
e
s
s
u
r
e
-
c
o
m
p
e
n
s
a
t
e
d
type
t
y
p
e
that
t
h
a
t
normally
n
o
r
m
a
l
l
y
uses
u
s
e
s
electrical
e
l
e
c
t
r
i
c
a
l
or
o
r
hydraulic
h
y
d
r
a
u
l
i
c
oil/dielectric
o
i
l
/
d
i
e
l
e
c
t
r
i
c
fluid
fl
u
i
d
as
a
s
an
a
n
equalizing
e
q
u
a
l
i
z
i
n
g
fluid.
fl
u
i
d
.
7.2.5.3
7
.
2
.
5
.
3
Conductor
C
o
n
d
u
c
t
o
r
The
T
h
e
conductor
c
o
n
d
u
c
t
o
r
shall
s
h
a
l
l
comply
c
o
m
p
l
y
with
w
i
t
h
the
t
h
e
relevant
r
e
l
e
v
a
n
t
conductivity
c
o
n
d
u
c
t
i
v
i
t
y
and
a
n
d
material
m
a
t
e
r
i
a
l
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
IEC
I
E
C
60228,
6
0
2
2
8
,
Class
C
l
a
s
s
2.
2
.
The
T
h
e
minimum
m
i
n
i
m
u
m
nominal
n
o
m
i
n
a
l
cross-sectional
c
r
o
s
s
-
s
e
c
t
i
o
n
a
l
area
a
r
e
a
shall
s
h
a
l
l
be
b
e
2.5
2
.
5
mm2
m
m
2
(0.004
(
0
.
0
0
4
in2);
i
n
2
)
;
however,
h
o
w
e
v
e
r
,
the
t
h
e
conductor
c
o
n
d
u
c
t
o
r
sizing
s
i
z
i
n
g
shall
s
h
a
l
l
be
b
e
suitable
s
u
i
t
a
b
l
e
for
f
o
r
both
b
o
t
h
the
t
h
e
operating
o
p
e
r
a
t
i
n
g
conditions
c
o
n
d
i
t
i
o
n
s
and
a
n
d
testing
t
e
s
t
i
n
g
requirements.
r
e
q
u
i
r
e
m
e
n
t
s
.
The
T
h
e
nominal
n
o
m
i
n
a
l
cross-sectional
c
r
o
s
s
-
s
e
c
t
i
o
n
a
l
area
a
r
e
a
for
f
o
r
the
t
h
e
conductor
c
o
n
d
u
c
t
o
r
shall
s
h
a
l
l
meet
m
e
e
t
the
t
h
e
functional
f
u
n
c
t
i
o
n
a
l
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
Section
S
e
c
t
i
o
n
4.
4
.
The
T
h
e
relationship
r
e
l
a
t
i
o
n
s
h
i
p
between
b
e
t
w
e
e
n
conductor
c
o
n
d
u
c
t
o
r
size,
s
i
z
e
,
strand
s
t
r
a
n
d
count,
c
o
u
n
t
,
and
a
n
d
stiDness
s
t
i
D
n
e
s
s
should
s
h
o
u
l
d
be
b
e
considered.
c
o
n
s
i
d
e
r
e
d
.
When
W
h
e
n
selecting
s
e
l
e
c
t
i
n
g
conductor
c
o
n
d
u
c
t
o
r
size,
s
i
z
e
,
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
should
s
h
o
u
l
d
be
b
e
given
g
i
v
e
n
to
t
o
the
t
h
e
minimum
m
i
n
i
m
u
m
recommended
r
e
c
o
m
m
e
n
d
e
d
size
s
i
z
e
based
b
a
s
e
d
on
o
n
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
thickness.
t
h
i
c
k
n
e
s
s
.
NOTE
N
O
T
E
Where
W
h
e
r
e
conductors
c
o
n
d
u
c
t
o
r
s
are
a
r
e
used
u
s
e
d
in
i
n
MV
M
V
cables,
c
a
b
l
e
s
,
a
a
semiconducting
s
e
m
i
c
o
n
d
u
c
t
i
n
g
screen
s
c
r
e
e
n
may
m
a
y
be
b
e
present
p
r
e
s
e
n
t
on
o
n
top
t
o
p
of
o
f
the
t
h
e
conductor.
c
o
n
d
u
c
t
o
r
.
This
T
h
i
s
would
w
o
u
l
d
be
b
e
simultaneously
s
i
m
u
l
t
a
n
e
o
u
s
l
y
applied
a
p
p
l
i
e
d
as
a
s
part
p
a
r
t
of
o
f
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
extrusion.
e
x
t
r
u
s
i
o
n
.
7.2.5.4
7
.
2
.
5
.
4
LV
L
V
Cable
C
a
b
l
e
Insulation
I
n
s
u
l
a
t
i
o
n
The
T
h
e
insulation
i
n
s
u
l
a
t
i
o
n
material
m
a
t
e
r
i
a
l
shall
s
h
a
l
l
be
b
e
suitable
s
u
i
t
a
b
l
e
for
f
o
r
immersion
i
m
m
e
r
s
i
o
n
in
i
n
seawater.
s
e
a
w
a
t
e
r
.
The
T
h
e
chosen
c
h
o
s
e
n
insulation
i
n
s
u
l
a
t
i
o
n
material
m
a
t
e
r
i
a
l
shall
s
h
a
l
l
be
b
e
of
o
f
virgin
v
i
r
g
i
n
stock
s
t
o
c
k
applied
a
p
p
l
i
e
d
as
a
s
a
a
continuous,
c
o
n
t
i
n
u
o
u
s
,
seamless,
s
e
a
m
l
e
s
s
,
circular
c
i
r
c
u
l
a
r
single/multiple
s
i
n
g
l
e
/
m
u
l
t
i
p
l
e
extrusion,
e
x
t
r
u
s
i
o
n
,
and
a
n
d
shall
s
h
a
l
l
meet
m
e
e
t
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
IEC
I
E
C
60502-1.
6
0
5
0
2
-
1
.
Other
O
t
h
e
r
materials
m
a
t
e
r
i
a
l
s
that
t
h
a
t
have
h
a
v
e
been
b
e
e
n
used
u
s
e
d
successfully,
s
u
c
c
e
s
s
f
u
l
l
y
,
e
e
g.
g
.
thermoplastic
t
h
e
r
m
o
p
l
a
s
t
i
c
polyethylene
p
o
l
y
e
t
h
y
l
e
n
e
and
a
n
d
various
v
a
r
i
o
u
s
grades
g
r
a
d
e
s
of
o
f
ethylene
e
t
h
y
l
e
n
e
propylene
p
r
o
p
y
l
e
n
e
rubber,
r
u
b
b
e
r
,
may
m
a
y
be
b
e
used.
u
s
e
d
.
These
T
h
e
s
e
materials
m
a
t
e
r
i
a
l
s
shall
s
h
a
l
l
keep
k
e
e
p
their
t
h
e
i
r
insulating
i
n
s
u
l
a
t
i
n
g
properties
p
r
o
p
e
r
t
i
e
s
for
f
o
r
the
t
h
e
full
f
u
l
l
service
s
e
r
v
i
c
e
life
l
i
f
e
and
a
n
d
be
b
e
proven
p
r
o
v
e
n
to
t
o
keep
k
e
e
p
the
t
h
e
required
r
e
q
u
i
r
e
d
mechanical
m
e
c
h
a
n
i
c
a
l
properties
p
r
o
p
e
r
t
i
e
s
under
u
n
d
e
r
the
t
h
e
actual
a
c
t
u
a
l
temperature
t
e
m
p
e
r
a
t
u
r
e
and
a
n
d
pressure
p
r
e
s
s
u
r
e
conditions.
c
o
n
d
i
t
i
o
n
s
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
When
W
h
e
n
polyethylene
p
o
l
y
e
t
h
y
l
e
n
e
is
i
s
used
u
s
e
d
as
a
s
insulation
i
n
s
u
l
a
t
i
o
n
material,
m
a
t
e
r
i
a
l
,
the
t
h
e
minimum
m
i
n
i
m
u
m
thickness
t
h
i
c
k
n
e
s
s
for
f
o
r
EPR
E
P
R
defined
d
e
fi
n
e
d
in
i
n
IEC
I
E
C
60502-1
6
0
5
0
2
-
1
shall
s
h
a
l
l
be
b
e
used.
u
s
e
d
.
During
D
u
r
i
n
g
the
t
h
e
material
m
a
t
e
r
i
a
l
selection
s
e
l
e
c
t
i
o
n
process,
p
r
o
c
e
s
s
,
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
given
g
i
v
e
n
to
t
o
the
t
h
e
operating
o
p
e
r
a
t
i
n
g
temperature.
t
e
m
p
e
r
a
t
u
r
e
.
The
T
h
e
minimum
m
i
n
i
m
u
m
allowable
a
l
l
o
w
a
b
l
e
insulation
i
n
s
u
l
a
t
i
o
n
thickness
t
h
i
c
k
n
e
s
s
shall
s
h
a
l
l
be
b
e
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
IEC
I
E
C
60502-1
6
0
5
0
2
-
1
(or
(
o
r
alternatively,
a
l
t
e
r
n
a
t
i
v
e
l
y
,
as
a
s
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification).
s
p
e
c
i
fi
c
a
t
i
o
n
)
.
Depending
D
e
p
e
n
d
i
n
g
on
o
n
voltage
v
o
l
t
a
g
e
rating,
r
a
t
i
n
g
,
insulation
i
n
s
u
l
a
t
i
o
n
material,
m
a
t
e
r
i
a
l
,
and
a
n
d
thickness,
t
h
i
c
k
n
e
s
s
,
nonmetallic
n
o
n
m
e
t
a
l
l
i
c
conductor
c
o
n
d
u
c
t
o
r
and
a
n
d
insulation
i
n
s
u
l
a
t
i
o
n
screening
s
c
r
e
e
n
i
n
g
may
m
a
y
be
b
e
required,
r
e
q
u
i
r
e
d
,
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
IEC
I
E
C
60502-1.
6
0
5
0
2
-
1
.
The
T
h
e
insulated
i
n
s
u
l
a
t
e
d
conductors
c
o
n
d
u
c
t
o
r
s
shall
s
h
a
l
l
be
b
e
identified
i
d
e
n
t
i
fi
e
d
either
e
i
t
h
e
r
by
b
y
color
c
o
l
o
r
or
o
r
by
b
y
numbers.
n
u
m
b
e
r
s
.
If
I
f
numbers
n
u
m
b
e
r
s
are
a
r
e
employed,
e
m
p
l
o
y
e
d
,
these
t
h
e
s
e
shall
s
h
a
l
l
be
b
e
printed
p
r
i
n
t
e
d
at
a
t
regular
r
e
g
u
l
a
r
intervals
i
n
t
e
r
v
a
l
s
not
n
o
t
exceeding
e
x
c
e
e
d
i
n
g
100
1
0
0
mm
m
m
(4.0
(
4
.
0
in.)
i
n
.
)
along
a
l
o
n
g
the
t
h
e
length
l
e
n
g
t
h
of
o
f
each
e
a
c
h
core.
c
o
r
e
.
The
T
h
e
numbers
n
u
m
b
e
r
s
and/or
a
n
d
/
o
r
colors
c
o
l
o
r
s
employed
e
m
p
l
o
y
e
d
shall
s
h
a
l
l
be
b
e
cited
c
i
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
Coding
C
o
d
i
n
g
shall
s
h
a
l
l
be
b
e
stable
s
t
a
b
l
e
under
u
n
d
e
r
heat
h
e
a
t
aging,
a
g
i
n
g
,
and
a
n
d
shall
s
h
a
l
l
not
n
o
t
cause
c
a
u
s
e
a
a
failure
f
a
i
l
u
r
e
to
t
o
satisfy
s
a
t
i
s
f
y
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
Section
S
e
c
t
i
o
n
4.
4
.
Embossed
E
m
b
o
s
s
e
d
printing
p
r
i
n
t
i
n
g
shall
s
h
a
l
l
not
n
o
t
be
b
e
permitted.
p
e
r
m
i
t
t
e
d
.
7.2.5.5
7
.
2
.
5
.
5
MV
M
V
Cable
C
a
b
l
e
Insulation
I
n
s
u
l
a
t
i
o
n
The
T
h
e
insulation
i
n
s
u
l
a
t
i
o
n
material
m
a
t
e
r
i
a
l
shall
s
h
a
l
l
be
b
e
suitable
s
u
i
t
a
b
l
e
for
f
o
r
immersion
i
m
m
e
r
s
i
o
n
in
i
n
seawater.
s
e
a
w
a
t
e
r
.
The
T
h
e
chosen
c
h
o
s
e
n
insulation
i
n
s
u
l
a
t
i
o
n
material
m
a
t
e
r
i
a
l
shall
s
h
a
l
l
be
b
e
of
o
f
virgin
v
i
r
g
i
n
stock
s
t
o
c
k
applied
a
p
p
l
i
e
d
as
a
s
a
a
continuous,
c
o
n
t
i
n
u
o
u
s
,
seamless,
s
e
a
m
l
e
s
s
,
circular
c
i
r
c
u
l
a
r
single/multiple
s
i
n
g
l
e
/
m
u
l
t
i
p
l
e
extrusion,
e
x
t
r
u
s
i
o
n
,
and
a
n
d
shall
s
h
a
l
l
meet
m
e
e
t
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
IEC
I
E
C
60502-2.
6
0
5
0
2
-
2
.
During
D
u
r
i
n
g
the
t
h
e
material
m
a
t
e
r
i
a
l
selection
s
e
l
e
c
t
i
o
n
process,
p
r
o
c
e
s
s
,
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
given
g
i
v
e
n
to
t
o
the
t
h
e
operating
o
p
e
r
a
t
i
n
g
temperature
t
e
m
p
e
r
a
t
u
r
e
and
a
n
d
maximum
m
a
x
i
m
u
m
continuous
c
o
n
t
i
n
u
o
u
s
temperature
t
e
m
p
e
r
a
t
u
r
e
of
o
f
the
t
h
e
conductor.
c
o
n
d
u
c
t
o
r
.
The
T
h
e
minimum
m
i
n
i
m
u
m
allowable
a
l
l
o
w
a
b
l
e
insulation
i
n
s
u
l
a
t
i
o
n
thickness
t
h
i
c
k
n
e
s
s
shall
s
h
a
l
l
be
b
e
as
a
s
stated
s
t
a
t
e
d
in
i
n
IEC
I
E
C
60502-2
6
0
5
0
2
-
2
for
f
o
r
the
t
h
e
chosen
c
h
o
s
e
n
material.
m
a
t
e
r
i
a
l
.
NOTE
N
O
T
E
Most
M
o
s
t
MV
M
V
cables
c
a
b
l
e
s
require
r
e
q
u
i
r
e
conductor
c
o
n
d
u
c
t
o
r
and
a
n
d
insulation
i
n
s
u
l
a
t
i
o
n
screening
s
c
r
e
e
n
i
n
g
with
w
i
t
h
a
a
semiconducting
s
e
m
i
c
o
n
d
u
c
t
i
n
g
layer
l
a
y
e
r
extruded
e
x
t
r
u
d
e
d
simultaneously
s
i
m
u
l
t
a
n
e
o
u
s
l
y
with
w
i
t
h
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
layer.
l
a
y
e
r
.
The
T
h
e
only
o
n
l
y
exception
e
x
c
e
p
t
i
o
n
is
i
s
ä
ä
3.6/6
3
.
6
/
6
(7.2)
(
7
.
2
)
kV
k
V
cable
c
a
b
l
e
with
w
i
t
h
the
t
h
e
material
m
a
t
e
r
i
a
l
selection
s
e
l
e
c
t
i
o
n
and
a
n
d
thicknesses
t
h
i
c
k
n
e
s
s
e
s
defined
d
e
fi
n
e
d
in
i
n
IEC
I
E
C
60502-2.
6
0
5
0
2
-
2
.
7.2.5.6
7
.
2
.
5
.
6
Core
C
o
r
e
Lay-up
L
a
y
-
u
p
The
T
h
e
process
p
r
o
c
e
s
s
of
o
f
twisting
t
w
i
s
t
i
n
g
individual
i
n
d
i
v
i
d
u
a
l
cores
c
o
r
e
s
shall
s
h
a
l
l
be
b
e
qualified
q
u
a
l
i
fi
e
d
for
f
o
r
the
t
h
e
specific
s
p
e
c
i
fi
c
application.
a
p
p
l
i
c
a
t
i
o
n
.
If
I
f
an
a
n
alternative
a
l
t
e
r
n
a
t
i
v
e
lay-up
l
a
y
-
u
p
technique
t
e
c
h
n
i
q
u
e
is
i
s
used,
u
s
e
d
,
then
t
h
e
n
it
i
t
shall
s
h
a
l
l
be
b
e
qualified
q
u
a
l
i
fi
e
d
for
f
o
r
the
t
h
e
service.
s
e
r
v
i
c
e
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
For
F
o
r
an
a
n
intermediate
i
n
t
e
r
m
e
d
i
a
t
e
lay-up
l
a
y
-
u
p
operation,
o
p
e
r
a
t
i
o
n
,
the
t
h
e
cabled
c
a
b
l
e
d
cores
c
o
r
e
s
may
m
a
y
be
b
e
bound
b
o
u
n
d
with
w
i
t
h
a
a
helically
h
e
l
i
c
a
l
l
y
applied
a
p
p
l
i
e
d
overlapping
o
v
e
r
l
a
p
p
i
n
g
tape
t
a
p
e
to
t
o
ensure
e
n
s
u
r
e
bundle
b
u
n
d
l
e
stability
s
t
a
b
i
l
i
t
y
and
a
n
d
a
a
circular
c
i
r
c
u
l
a
r
cross-section.
c
r
o
s
s
-
s
e
c
t
i
o
n
.
The
T
h
e
lay-up
l
a
y
-
u
p
operation
o
p
e
r
a
t
i
o
n
shall
s
h
a
l
l
minimize
m
i
n
i
m
i
z
e
compressive
c
o
m
p
r
e
s
s
i
v
e
forces
f
o
r
c
e
s
between
b
e
t
w
e
e
n
the
t
h
e
cores
c
o
r
e
s
to
t
o
minimize
m
i
n
i
m
i
z
e
the
t
h
e
extent
e
x
t
e
n
t
of
o
f
deformation
d
e
f
o
r
m
a
t
i
o
n
of
o
f
the
t
h
e
insulation.
i
n
s
u
l
a
t
i
o
n
.
7.2.5.7
7
.
2
.
5
.
7
Fillers
F
i
l
l
e
r
s
In
I
n
a
a
multicore
m
u
l
t
i
c
o
r
e
cable,
c
a
b
l
e
,
fillers
fi
l
l
e
r
s
or
o
r
extruded
e
x
t
r
u
d
e
d
filling
fi
l
l
i
n
g
shall
s
h
a
l
l
be
b
e
included
i
n
c
l
u
d
e
d
in
i
n
the
t
h
e
interstices
i
n
t
e
r
s
t
i
c
e
s
to
t
o
achieve
a
c
h
i
e
v
e
a
a
circular
c
i
r
c
u
l
a
r
consolidated
c
o
n
s
o
l
i
d
a
t
e
d
arrangement.
a
r
r
a
n
g
e
m
e
n
t
.
Viscous
V
i
s
c
o
u
s
filling
fi
l
l
i
n
g
compounds
c
o
m
p
o
u
n
d
s
may
m
a
y
also
a
l
s
o
be
b
e
included
i
n
c
l
u
d
e
d
to
t
o
reduce
r
e
d
u
c
e
internal
i
n
t
e
r
n
a
l
voids
v
o
i
d
s
and
a
n
d
minimize
m
i
n
i
m
i
z
e
water
w
a
t
e
r
ingress.
i
n
g
r
e
s
s
.
Any
A
n
y
filler
fi
l
l
e
r
and
a
n
d
binder
b
i
n
d
e
r
tape
t
a
p
e
materials
m
a
t
e
r
i
a
l
s
shall
s
h
a
l
l
be
b
e
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
other
o
t
h
e
r
materials
m
a
t
e
r
i
a
l
s
in
i
n
the
t
h
e
cable.
c
a
b
l
e
.
In
I
n
particular,
p
a
r
t
i
c
u
l
a
r
,
the
t
h
e
eDect
e
D
e
c
t
on
o
n
electrical
e
l
e
c
t
r
i
c
a
l
insulation
i
n
s
u
l
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
evaluated.
e
v
a
l
u
a
t
e
d
.
The
T
h
e
materials
m
a
t
e
r
i
a
l
s
shall
s
h
a
l
l
be
b
e
as
a
s
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
binder
b
i
n
d
e
r
tape
t
a
p
e
can
c
a
n
be
b
e
longitudinally
l
o
n
g
i
t
u
d
i
n
a
l
l
y
applied
a
p
p
l
i
e
d
or
o
r
helically
h
e
l
i
c
a
l
l
y
applied,
a
p
p
l
i
e
d
,
depending
d
e
p
e
n
d
i
n
g
on
o
n
whether
w
h
e
t
h
e
r
or
o
r
not
n
o
t
a
a
screen
s
c
r
e
e
n
is
i
s
applied.
a
p
p
l
i
e
d
.
7.2.5.8
7
.
2
.
5
.
8
LV
L
V
Cable
C
a
b
l
e
Screening
S
c
r
e
e
n
i
n
g
If
I
f
required,
r
e
q
u
i
r
e
d
,
the
t
h
e
cable
c
a
b
l
e
shall
s
h
a
l
l
be
b
e
screened
s
c
r
e
e
n
e
d
with
w
i
t
h
a
a
suitable
s
u
i
t
a
b
l
e
metallic
m
e
t
a
l
l
i
c
tape,
t
a
p
e
,
or
o
r
a
a
two-
t
w
o
-
component
c
o
m
p
o
n
e
n
t
tape
t
a
p
e
comprised
c
o
m
p
r
i
s
e
d
of
o
f
a
a
thin
t
h
i
n
metallic
m
e
t
a
l
l
i
c
film,
fi
l
m
,
bonded
b
o
n
d
e
d
to
t
o
a
a
polymer-based
p
o
l
y
m
e
r
-
b
a
s
e
d
substrate.
s
u
b
s
t
r
a
t
e
.
The
T
h
e
thickness
t
h
i
c
k
n
e
s
s
and
a
n
d
number
n
u
m
b
e
r
of
o
f
layers
l
a
y
e
r
s
shall
s
h
a
l
l
be
b
e
as
a
s
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
screen
s
c
r
e
e
n
shall
s
h
a
l
l
be
b
e
electrically
e
l
e
c
t
r
i
c
a
l
l
y
continuous
c
o
n
t
i
n
u
o
u
s
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
cable
c
a
b
l
e
length,
l
e
n
g
t
h
,
and
a
n
d
should
s
h
o
u
l
d
be
b
e
applied
a
p
p
l
i
e
d
in
i
n
such
s
u
c
h
a
a
manner
m
a
n
n
e
r
that
t
h
a
t
its
i
t
s
electrical
e
l
e
c
t
r
i
c
a
l
continuity
c
o
n
t
i
n
u
i
t
y
shall
s
h
a
l
l
not
n
o
t
be
b
e
broken
b
r
o
k
e
n
throughout
t
h
r
o
u
g
h
o
u
t
its
i
t
s
design
d
e
s
i
g
n
life.
l
i
f
e
.
Plain
P
l
a
i
n
metal
m
e
t
a
l
tape
t
a
p
e
screens
s
c
r
e
e
n
s
for
f
o
r
electric
e
l
e
c
t
r
i
c
cables
c
a
b
l
e
s
or
o
r
individual
i
n
d
i
v
i
d
u
a
l
power
p
o
w
e
r
cores
c
o
r
e
s
shall
s
h
a
l
l
provide
p
r
o
v
i
d
e
100%
1
0
0
%
coverage
c
o
v
e
r
a
g
e
of
o
f
the
t
h
e
enclosed
e
n
c
l
o
s
e
d
electrical
e
l
e
c
t
r
i
c
a
l
cores.
c
o
r
e
s
.
They
T
h
e
y
shall
s
h
a
l
l
be
b
e
applied
a
p
p
l
i
e
d
helically
h
e
l
i
c
a
l
l
y
with
w
i
t
h
an
a
n
overlap.
o
v
e
r
l
a
p
.
The
T
h
e
screen
s
c
r
e
e
n
shall
s
h
a
l
l
not
n
o
t
be
b
e
applied
a
p
p
l
i
e
d
directly
d
i
r
e
c
t
l
y
over
o
v
e
r
the
t
h
e
twisted
t
w
i
s
t
e
d
cores
c
o
r
e
s
without
w
i
t
h
o
u
t
due
d
u
e
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
for
f
o
r
the
t
h
e
cores
c
o
r
e
s
beneath.
b
e
n
e
a
t
h
.
If
I
f
present,
p
r
e
s
e
n
t
,
a
a
drain
d
r
a
i
n
wire
w
i
r
e
shall
s
h
a
l
l
have
h
a
v
e
a
a
minimum
m
i
n
i
m
u
m
of
o
f
three
t
h
r
e
e
strands
s
t
r
a
n
d
s
and
a
n
d
the
t
h
e
total
t
o
t
a
l
cross-
c
r
o
s
s
-
sectional
s
e
c
t
i
o
n
a
l
area
a
r
e
a
shall
s
h
a
l
l
not
n
o
t
be
b
e
less
l
e
s
s
than
t
h
a
n
0.35
0
.
3
5
mm2
m
m
2
(0.0005
(
0
.
0
0
0
5
in2).
i
n
2
)
.
It
I
t
shall
s
h
a
l
l
be
b
e
incorporated
i
n
c
o
r
p
o
r
a
t
e
d
in
i
n
such
s
u
c
h
a
a
way
w
a
y
that
t
h
a
t
the
t
h
e
drain
d
r
a
i
n
wire
w
i
r
e
remains
r
e
m
a
i
n
s
in
i
n
contact
c
o
n
t
a
c
t
with
w
i
t
h
the
t
h
e
metallic
m
e
t
a
l
l
i
c
part
p
a
r
t
of
o
f
the
t
h
e
screen.
s
c
r
e
e
n
.
7.2.5.9
7
.
2
.
5
.
9
MV
M
V
Cable
C
a
b
l
e
Screening
S
c
r
e
e
n
i
n
g
All
A
l
l
MV
M
V
cables
c
a
b
l
e
s
(with
(
w
i
t
h
the
t
h
e
exception
e
x
c
e
p
t
i
o
n
of
o
f
3.6/6
3
.
6
/
6
(7.2)
(
7
.
2
)
kV
k
V
cables
c
a
b
l
e
s
referenced
r
e
f
e
r
e
n
c
e
d
in
i
n
7.2.5.5)
7
.
2
.
5
.
5
)
shall
s
h
a
l
l
contain
c
o
n
t
a
i
n
a
a
screen,
s
c
r
e
e
n
,
either
e
i
t
h
e
r
individually
i
n
d
i
v
i
d
u
a
l
l
y
or
o
r
collectively,
c
o
l
l
e
c
t
i
v
e
l
y
,
comprising
c
o
m
p
r
i
s
i
n
g
of
o
f
a
a
metallic
m
e
t
a
l
l
i
c
layer
l
a
y
e
r
in
i
n
combination
c
o
m
b
i
n
a
t
i
o
n
with
w
i
t
h
the
t
h
e
semiconducting
s
e
m
i
c
o
n
d
u
c
t
i
n
g
insulation
i
n
s
u
l
a
t
i
o
n
screening.
s
c
r
e
e
n
i
n
g
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
The
T
h
e
construction
c
o
n
s
t
r
u
c
t
i
o
n
of
o
f
the
t
h
e
screen
s
c
r
e
e
n
shall
s
h
a
l
l
be
b
e
as
a
s
described
d
e
s
c
r
i
b
e
d
in
i
n
IEC
I
E
C
60502-2.
6
0
5
0
2
-
2
.
In
I
n
addition
a
d
d
i
t
i
o
n
to
t
o
these
t
h
e
s
e
requirements,
r
e
q
u
i
r
e
m
e
n
t
s
,
other
o
t
h
e
r
nonmetallic
n
o
n
m
e
t
a
l
l
i
c
or
o
r
semiconducting
s
e
m
i
c
o
n
d
u
c
t
i
n
g
tapes
t
a
p
e
s
may
m
a
y
be
b
e
present
p
r
e
s
e
n
t
to
t
o
inhibit
i
n
h
i
b
i
t
longitudinal
l
o
n
g
i
t
u
d
i
n
a
l
water
w
a
t
e
r
penetration.
p
e
n
e
t
r
a
t
i
o
n
.
The
T
h
e
area
a
r
e
a
of
o
f
metallic
m
e
t
a
l
l
i
c
screen,
s
c
r
e
e
n
,
combined
c
o
m
b
i
n
e
d
with
w
i
t
h
any
a
n
y
grounding
g
r
o
u
n
d
i
n
g
wires,
w
i
r
e
s
,
shall
s
h
a
l
l
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
withstanding
w
i
t
h
s
t
a
n
d
i
n
g
the
t
h
e
required
r
e
q
u
i
r
e
d
short-circuit
s
h
o
r
t
-
c
i
r
c
u
i
t
current
c
u
r
r
e
n
t
rating.
r
a
t
i
n
g
.
The
T
h
e
screen
s
c
r
e
e
n
shall
s
h
a
l
l
be
b
e
electrically
e
l
e
c
t
r
i
c
a
l
l
y
continuous
c
o
n
t
i
n
u
o
u
s
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
cable
c
a
b
l
e
length,
l
e
n
g
t
h
,
and
a
n
d
should
s
h
o
u
l
d
be
b
e
applied
a
p
p
l
i
e
d
in
i
n
such
s
u
c
h
a
a
manner
m
a
n
n
e
r
that
t
h
a
t
its
i
t
s
electrical
e
l
e
c
t
r
i
c
a
l
continuity
c
o
n
t
i
n
u
i
t
y
shall
s
h
a
l
l
not
n
o
t
be
b
e
broken
b
r
o
k
e
n
throughout
t
h
r
o
u
g
h
o
u
t
its
i
t
s
design
d
e
s
i
g
n
life.
l
i
f
e
.
7.2.5.10
7
.
2
.
5
.
1
0
Sheathing
S
h
e
a
t
h
i
n
g
The
T
h
e
electric
e
l
e
c
t
r
i
c
cable
c
a
b
l
e
sheath
s
h
e
a
t
h
shall
s
h
a
l
l
be
b
e
of
o
f
a
a
polymeric
p
o
l
y
m
e
r
i
c
material
m
a
t
e
r
i
a
l
incorporating
i
n
c
o
r
p
o
r
a
t
i
n
g
protection
p
r
o
t
e
c
t
i
o
n
against
a
g
a
i
n
s
t
UV
U
V
radiation
r
a
d
i
a
t
i
o
n
and
a
n
d
oxidation,
o
x
i
d
a
t
i
o
n
,
and
a
n
d
shall
s
h
a
l
l
be
b
e
as
a
s
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
chosen
c
h
o
s
e
n
material
m
a
t
e
r
i
a
l
shall
s
h
a
l
l
be
b
e
continuously
c
o
n
t
i
n
u
o
u
s
l
y
and
a
n
d
concentrically
c
o
n
c
e
n
t
r
i
c
a
l
l
y
extruded
e
x
t
r
u
d
e
d
over
o
v
e
r
the
t
h
e
laid-up
l
a
i
d
-
u
p
cores
c
o
r
e
s
to
t
o
produce
p
r
o
d
u
c
e
a
a
uniform
u
n
i
f
o
r
m
cross-section.
c
r
o
s
s
-
s
e
c
t
i
o
n
.
The
T
h
e
material
m
a
t
e
r
i
a
l
shall
s
h
a
l
l
be
b
e
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
seawater
s
e
a
w
a
t
e
r
and
a
n
d
the
t
h
e
specified
s
p
e
c
i
fi
e
d
service
s
e
r
v
i
c
e
fluids
fl
u
i
d
s
throughout
t
h
r
o
u
g
h
o
u
t
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
and
a
n
d
service,
s
e
r
v
i
c
e
,
and
a
n
d
shall
s
h
a
l
l
not
n
o
t
degrade
d
e
g
r
a
d
e
the
t
h
e
quality
q
u
a
l
i
t
y
of
o
f
other
o
t
h
e
r
materials
m
a
t
e
r
i
a
l
s
with
w
i
t
h
which
w
h
i
c
h
it
i
t
can
c
a
n
be
b
e
in
i
n
contact
c
o
n
t
a
c
t
in
i
n
the
t
h
e
lay-up.
l
a
y
-
u
p
.
NOTE
N
O
T
E
1
1
MV
M
V
cables
c
a
b
l
e
s
may
m
a
y
be
b
e
supplied
s
u
p
p
l
i
e
d
where
w
h
e
r
e
the
t
h
e
metallic
m
e
t
a
l
l
i
c
screens
s
c
r
e
e
n
s
are
a
r
e
shared
s
h
a
r
e
d
amongst
a
m
o
n
g
s
t
the
t
h
e
cables
c
a
b
l
e
s
of
o
f
a
a
three-phase
t
h
r
e
e
-
p
h
a
s
e
system
s
y
s
t
e
m
and
a
n
d
the
t
h
e
only
o
n
l
y
sheath
s
h
e
a
t
h
is
i
s
an
a
n
overall
o
v
e
r
a
l
l
sheath
s
h
e
a
t
h
over
o
v
e
r
the
t
h
e
triad.
t
r
i
a
d
.
NOTE
N
O
T
E
2
2
To
T
o
assist
a
s
s
i
s
t
with
w
i
t
h
identification
i
d
e
n
t
i
fi
c
a
t
i
o
n
in
i
n
the
t
h
e
final
fi
n
a
l
umbilical,
u
m
b
i
l
i
c
a
l
,
the
t
h
e
sheath
s
h
e
a
t
h
may
m
a
y
be
b
e
of
o
f
a
a
specific
s
p
e
c
i
fi
c
color.
c
o
l
o
r
.
The
T
h
e
coeDicient
c
o
e
D
i
c
i
e
n
t
of
o
f
friction
f
r
i
c
t
i
o
n
between
b
e
t
w
e
e
n
the
t
h
e
sheath
s
h
e
a
t
h
and
a
n
d
the
t
h
e
sheaths
s
h
e
a
t
h
s
of
o
f
other
o
t
h
e
r
electric
e
l
e
c
t
r
i
c
cables
c
a
b
l
e
s
and/or
a
n
d
/
o
r
other
o
t
h
e
r
components
c
o
m
p
o
n
e
n
t
s
shall
s
h
a
l
l
be
b
e
minimized.
m
i
n
i
m
i
z
e
d
.
As
A
s
cable
c
a
b
l
e
sheaths
s
h
e
a
t
h
s
are,
a
r
e
,
in
i
n
many
m
a
n
y
cases,
c
a
s
e
s
,
sealed
s
e
a
l
e
d
by
b
y
boot-seal
b
o
o
t
-
s
e
a
l
methods,
m
e
t
h
o
d
s
,
the
t
h
e
surface
s
u
r
f
a
c
e
of
o
f
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
round,
r
o
u
n
d
,
smooth,
s
m
o
o
t
h
,
and
a
n
d
free
f
r
e
e
from
f
r
o
m
marks,
m
a
r
k
s
,
indentations,
i
n
d
e
n
t
a
t
i
o
n
s
,
and
a
n
d
surface
s
u
r
f
a
c
e
defects
d
e
f
e
c
t
s
that
t
h
a
t
can
c
a
n
aDect
a
D
e
c
t
the
t
h
e
sealing.
s
e
a
l
i
n
g
.
7.2.5.11
7
.
2
.
5
.
1
1
Armor/
A
r
m
o
r
/
Reinforcement
R
e
i
n
f
o
r
c
e
m
e
n
t
In
I
n
some
s
o
m
e
cases,
c
a
s
e
s
,
cables
c
a
b
l
e
s
may
m
a
y
incorporate
i
n
c
o
r
p
o
r
a
t
e
additional
a
d
d
i
t
i
o
n
a
l
layers
l
a
y
e
r
s
for
f
o
r
strength
s
t
r
e
n
g
t
h
or
o
r
mechanical
m
e
c
h
a
n
i
c
a
l
protection.
p
r
o
t
e
c
t
i
o
n
.
These
T
h
e
s
e
are,
a
r
e
,
typically,
t
y
p
i
c
a
l
l
y
,
metallic
m
e
t
a
l
l
i
c
armor,
a
r
m
o
r
,
tapes,
t
a
p
e
s
,
or,
o
r
,
alternatively,
a
l
t
e
r
n
a
t
i
v
e
l
y
,
a
a
nonmetallic
n
o
n
m
e
t
a
l
l
i
c
reinforcement.
r
e
i
n
f
o
r
c
e
m
e
n
t
.
The
T
h
e
armor
a
r
m
o
r
of
o
f
individual
i
n
d
i
v
i
d
u
a
l
MV
M
V
cables
c
a
b
l
e
s
used
u
s
e
d
in
i
n
AC
A
C
systems
s
y
s
t
e
m
s
shall
s
h
a
l
l
contain
c
o
n
t
a
i
n
nonmagnetic
n
o
n
m
a
g
n
e
t
i
c
material.
m
a
t
e
r
i
a
l
.
Details
D
e
t
a
i
l
s
of
o
f
any
a
n
y
required
r
e
q
u
i
r
e
d
layers
l
a
y
e
r
s
should
s
h
o
u
l
d
be
b
e
included
i
n
c
l
u
d
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.2.5.12
7
.
2
.
5
.
1
2
Cable
C
a
b
l
e
Identification
I
d
e
n
t
i
fi
c
a
t
i
o
n
The
T
h
e
cables
c
a
b
l
e
s
shall
s
h
a
l
l
be
b
e
marked
m
a
r
k
e
d
along
a
l
o
n
g
the
t
h
e
complete
c
o
m
p
l
e
t
e
length
l
e
n
g
t
h
at
a
t
regular
r
e
g
u
l
a
r
intervals
i
n
t
e
r
v
a
l
s
not
n
o
t
exceeding
e
x
c
e
e
d
i
n
g
1
1
m
m
(3.28
(
3
.
2
8
ft).
f
t
)
.
At
A
t
a
a
minimum,
m
i
n
i
m
u
m
,
the
t
h
e
marking
m
a
r
k
i
n
g
shall
s
h
a
l
l
include:
i
n
c
l
u
d
e
:
-
the
t
h
e
manufacturer;
m
a
n
u
f
a
c
t
u
r
e
r
;
-
a
a
unique
u
n
i
q
u
e
component
c
o
m
p
o
n
e
n
t
reference,
r
e
f
e
r
e
n
c
e
,
e.g.
e
.
g
.
“Cable
“
C
a
b
l
e
3”;
3
”
;
-
the
t
h
e
batch
b
a
t
c
h
number;
n
u
m
b
e
r
;
-
conductor
c
o
n
d
u
c
t
o
r
size;
s
i
z
e
;
-
voltage
v
o
l
t
a
g
e
rating;
r
a
t
i
n
g
;
-
description,
d
e
s
c
r
i
p
t
i
o
n
,
e.g.
e
.
g
.
single,
s
i
n
g
l
e
,
pair,
p
a
i
r
,
quad;
q
u
a
d
;
-
for
f
o
r
MV
M
V
cables,
c
a
b
l
e
s
,
the
t
h
e
individual
i
n
d
i
v
i
d
u
a
l
phases
p
h
a
s
e
s
within
w
i
t
h
i
n
a
a
triad
t
r
i
a
d
shall
s
h
a
l
l
be
b
e
uniquely
u
n
i
q
u
e
l
y
identified.
i
d
e
n
t
i
fi
e
d
.
NOTE
N
O
T
E
For
F
o
r
MV
M
V
cables,
c
a
b
l
e
s
,
color
c
o
l
o
r
identification
i
d
e
n
t
i
fi
c
a
t
i
o
n
is
i
s
not
n
o
t
part
p
a
r
t
of
o
f
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
process,
p
r
o
c
e
s
s
,
but
b
u
t
may
m
a
y
be
b
e
applied
a
p
p
l
i
e
d
to
t
o
the
t
h
e
outer
o
u
t
e
r
sheath
s
h
e
a
t
h
or
o
r
as
a
s
a
a
colored
c
o
l
o
r
e
d
tape
t
a
p
e
or
o
r
filament
fi
l
a
m
e
n
t
included
i
n
c
l
u
d
e
d
in
i
n
the
t
h
e
structure.
s
t
r
u
c
t
u
r
e
.
7.2.6
7
.
2
.
6
Performance
P
e
r
f
o
r
m
a
n
c
e
Requirements
R
e
q
u
i
r
e
m
e
n
t
s
7.2.6.1
7
.
2
.
6
.
1
LV
L
V
Cable
C
a
b
l
e
Performance
P
e
r
f
o
r
m
a
n
c
e
A
A
low-voltage
l
o
w
-
v
o
l
t
a
g
e
cable
c
a
b
l
e
is
i
s
specified
s
p
e
c
i
fi
e
d
by
b
y
its
i
t
s
conductor
c
o
n
d
u
c
t
o
r
material,
m
a
t
e
r
i
a
l
,
conductor
c
o
n
d
u
c
t
o
r
size,
s
i
z
e
,
voltage
v
o
l
t
a
g
e
rating,
r
a
t
i
n
g
,
and
a
n
d
number
n
u
m
b
e
r
of
o
f
cores,
c
o
r
e
s
,
and
a
n
d
if
i
f
it
i
t
is
i
s
shielded
s
h
i
e
l
d
e
d
and/or
a
n
d
/
o
r
armored.
a
r
m
o
r
e
d
.
The
T
h
e
performance
p
e
r
f
o
r
m
a
n
c
e
of
o
f
a
a
LV
L
V
cable
c
a
b
l
e
shall
s
h
a
l
l
be
b
e
defined
d
e
fi
n
e
d
by
b
y
a
a
number
n
u
m
b
e
r
of
o
f
DC
D
C
measurements
m
e
a
s
u
r
e
m
e
n
t
s
and
a
n
d
AC
A
C
characteristics,
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
,
which
w
h
i
c
h
include:
i
n
c
l
u
d
e
:
-
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance;
r
e
s
i
s
t
a
n
c
e
;
-
insulation
i
n
s
u
l
a
t
i
o
n
resistance
r
e
s
i
s
t
a
n
c
e
(DC):
(
D
C
)
:
minimum
m
i
n
i
m
u
m
acceptable
a
c
c
e
p
t
a
b
l
e
value
v
a
l
u
e
is
i
s
1000
1
0
0
0
MQ.km
M
Q
.
k
m
@
@
1000
1
0
0
0
V
V
(DC).
(
D
C
)
.
-
The
T
h
e
following
f
o
l
l
o
w
i
n
g
AC
A
C
requirements
r
e
q
u
i
r
e
m
e
n
t
s
are
a
r
e
usually
u
s
u
a
l
l
y
specified
s
p
e
c
i
fi
e
d
at
a
t
particular
p
a
r
t
i
c
u
l
a
r
frequencies
f
r
e
q
u
e
n
c
i
e
s
or
o
r
frequency
f
r
e
q
u
e
n
c
y
range:
r
a
n
g
e
:
-
AC
A
C
resistance;
r
e
s
i
s
t
a
n
c
e
;
ii.
i
i
.
capacitance;
c
a
p
a
c
i
t
a
n
c
e
;
iii.
i
i
i
.
inductance;
i
n
d
u
c
t
a
n
c
e
;
iv.
i
v
.
attenuation;
a
t
t
e
n
u
a
t
i
o
n
;
v.
v
.
characteristic
c
h
a
r
a
c
t
e
r
i
s
t
i
c
impedance;
i
m
p
e
d
a
n
c
e
;
vi.
v
i
.
cross-talk
c
r
o
s
s
-
t
a
l
k
(as
(
a
s
applicable).
a
p
p
l
i
c
a
b
l
e
)
.
7.2.6.2
7
.
2
.
6
.
2
MV
M
V
Cable
C
a
b
l
e
Performance
P
e
r
f
o
r
m
a
n
c
e
A
A
medium-voltage
m
e
d
i
u
m
-
v
o
l
t
a
g
e
cable
c
a
b
l
e
is
i
s
specified
s
p
e
c
i
fi
e
d
by
b
y
its
i
t
s
conductor
c
o
n
d
u
c
t
o
r
material,
m
a
t
e
r
i
a
l
,
conductor
c
o
n
d
u
c
t
o
r
size,
s
i
z
e
,
and
a
n
d
voltage
v
o
l
t
a
g
e
rating.
r
a
t
i
n
g
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
The
T
h
e
performance
p
e
r
f
o
r
m
a
n
c
e
of
o
f
a
a
MV
M
V
cable
c
a
b
l
e
shall
s
h
a
l
l
be
b
e
comprised
c
o
m
p
r
i
s
e
d
of
o
f
DC
D
C
measurements
m
e
a
s
u
r
e
m
e
n
t
s
and
a
n
d
some
s
o
m
e
AC
A
C
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
measured
m
e
a
s
u
r
e
d
at
a
t
a
a
specific
s
p
e
c
i
fi
c
frequency
f
r
e
q
u
e
n
c
y
(usually
(
u
s
u
a
l
l
y
operation),
o
p
e
r
a
t
i
o
n
)
,
which
w
h
i
c
h
include:
i
n
c
l
u
d
e
:
-
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance;
r
e
s
i
s
t
a
n
c
e
;
-
AC
A
C
resistance
r
e
s
i
s
t
a
n
c
e
7.2.7
7
.
2
.
7
Structural
S
t
r
u
c
t
u
r
a
l
Analysis
A
n
a
l
y
s
i
s
Taking
T
a
k
i
n
g
into
i
n
t
o
account
a
c
c
o
u
n
t
the
t
h
e
data
d
a
t
a
generated
g
e
n
e
r
a
t
e
d
from
f
r
o
m
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
structural
s
t
r
u
c
t
u
r
a
l
analysis
a
n
a
l
y
s
i
s
specified
s
p
e
c
i
fi
e
d
in
i
n
6.3,
6
.
3
,
structural
s
t
r
u
c
t
u
r
a
l
analysis
a
n
a
l
y
s
i
s
shall
s
h
a
l
l
be
b
e
undertaken
u
n
d
e
r
t
a
k
e
n
to
t
o
verify
v
e
r
i
f
y
the
t
h
e
acceptability
a
c
c
e
p
t
a
b
i
l
i
t
y
of
o
f
the
t
h
e
electric
e
l
e
c
t
r
i
c
cable
c
a
b
l
e
design
d
e
s
i
g
n
for
f
o
r
tensile,
t
e
n
s
i
l
e
,
compressive,
c
o
m
p
r
e
s
s
i
v
e
,
and
a
n
d
fatigue
f
a
t
i
g
u
e
loadings
l
o
a
d
i
n
g
s
upon
u
p
o
n
the
t
h
e
conductors.
c
o
n
d
u
c
t
o
r
s
.
7.2.8
7
.
2
.
8
Manufacturing
M
a
n
u
f
a
c
t
u
r
i
n
g
7.2.8.1
7
.
2
.
8
.
1
Conductor
C
o
n
d
u
c
t
o
r
Stranding
S
t
r
a
n
d
i
n
g
The
T
h
e
stranding
s
t
r
a
n
d
i
n
g
process
p
r
o
c
e
s
s
shall
s
h
a
l
l
ensure
e
n
s
u
r
e
that
t
h
a
t
individual
i
n
d
i
v
i
d
u
a
l
strands
s
t
r
a
n
d
s
and
a
n
d
the
t
h
e
stranded
s
t
r
a
n
d
e
d
conductor
c
o
n
d
u
c
t
o
r
shall
s
h
a
l
l
not
n
o
t
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
compressive
c
o
m
p
r
e
s
s
i
v
e
and
a
n
d
tensile
t
e
n
s
i
l
e
loadings
l
o
a
d
i
n
g
s
that
t
h
a
t
can
c
a
n
introduce
i
n
t
r
o
d
u
c
e
kinks
k
i
n
k
s
or
o
r
a
a
reduction
r
e
d
u
c
t
i
o
n
in
i
n
the
t
h
e
conductor
c
o
n
d
u
c
t
o
r
or
o
r
strand
s
t
r
a
n
d
cross-sectional
c
r
o
s
s
-
s
e
c
t
i
o
n
a
l
area.
a
r
e
a
.
This
T
h
i
s
does
d
o
e
s
not
n
o
t
exclude
e
x
c
l
u
d
e
the
t
h
e
use
u
s
e
of
o
f
compacted
c
o
m
p
a
c
t
e
d
conductors
c
o
n
d
u
c
t
o
r
s
as
a
s
defined
d
e
fi
n
e
d
in
i
n
I
I
EC
E
C
60228.
6
0
2
2
8
.
The
T
h
e
tension
t
e
n
s
i
o
n
applied
a
p
p
l
i
e
d
to
t
o
the
t
h
e
strands
s
t
r
a
n
d
s
during
d
u
r
i
n
g
the
t
h
e
stranding
s
t
r
a
n
d
i
n
g
operation
o
p
e
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
uniformly
u
n
i
f
o
r
m
l
y
controlled
c
o
n
t
r
o
l
l
e
d
during
d
u
r
i
n
g
the
t
h
e
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
process
p
r
o
c
e
s
s
and
a
n
d
checked
c
h
e
c
k
e
d
at
a
t
regular
r
e
g
u
l
a
r
intervals
i
n
t
e
r
v
a
l
s
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
Multistranded
M
u
l
t
i
s
t
r
a
n
d
e
d
conductors
c
o
n
d
u
c
t
o
r
s
shall
s
h
a
l
l
be
b
e
of
o
f
the
t
h
e
concentric-lay
c
o
n
c
e
n
t
r
i
c
-
l
a
y
construction
c
o
n
s
t
r
u
c
t
i
o
n
and
a
n
d
planetary
p
l
a
n
e
t
a
r
y
lay-
l
a
y
-
up
u
p
in
i
n
a
a
continuous
c
o
n
t
i
n
u
o
u
s
helix.
h
e
l
i
x
.
Other
O
t
h
e
r
constructions
c
o
n
s
t
r
u
c
t
i
o
n
s
shall
s
h
a
l
l
not
n
o
t
be
b
e
employed.
e
m
p
l
o
y
e
d
.
During
D
u
r
i
n
g
the
t
h
e
stranding
s
t
r
a
n
d
i
n
g
operation,
o
p
e
r
a
t
i
o
n
,
the
t
h
e
stranded
s
t
r
a
n
d
e
d
conductor
c
o
n
d
u
c
t
o
r
shall
s
h
a
l
l
show
s
h
o
w
no
n
o
propensity
p
r
o
p
e
n
s
i
t
y
to
t
o
corkscrew
c
o
r
k
s
c
r
e
w
or
o
r
exhibit
e
x
h
i
b
i
t
any
a
n
y
other
o
t
h
e
r
out-of-balance
o
u
t
-
o
f
-
b
a
l
a
n
c
e
eDects.
e
D
e
c
t
s
.
Blocking
B
l
o
c
k
i
n
g
compounds
c
o
m
p
o
u
n
d
s
in
i
n
stranded
s
t
r
a
n
d
e
d
conductors
c
o
n
d
u
c
t
o
r
s
may
m
a
y
be
b
e
incorporated
i
n
c
o
r
p
o
r
a
t
e
d
to
t
o
minimize/eliminate
m
i
n
i
m
i
z
e
/
e
l
i
m
i
n
a
t
e
water/gas
w
a
t
e
r
/
g
a
s
migration.
m
i
g
r
a
t
i
o
n
.
7.2.8.2
7
.
2
.
8
.
2
Insulation
I
n
s
u
l
a
t
i
o
n
Extrusion
E
x
t
r
u
s
i
o
n
During
D
u
r
i
n
g
extrusion,
e
x
t
r
u
s
i
o
n
,
the
t
h
e
following
f
o
l
l
o
w
i
n
g
process
p
r
o
c
e
s
s
parameters
p
a
r
a
m
e
t
e
r
s
shall
s
h
a
l
l
be
b
e
continuously
c
o
n
t
i
n
u
o
u
s
l
y
measured
m
e
a
s
u
r
e
d
and
a
n
d
recorded:
r
e
c
o
r
d
e
d
:
-
extruder
e
x
t
r
u
d
e
r
barrel/head
b
a
r
r
e
l
/
h
e
a
d
temperatures;
t
e
m
p
e
r
a
t
u
r
e
s
;
-
melt
m
e
l
t
pressure/temperature;
p
r
e
s
s
u
r
e
/
t
e
m
p
e
r
a
t
u
r
e
;
-
screw
s
c
r
e
w
speed/power
s
p
e
e
d
/
p
o
w
e
r
requirements;
r
e
q
u
i
r
e
m
e
n
t
s
;
-
haul-oD
h
a
u
l
-
o
D
speed
s
p
e
e
d
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
In
I
n
MV
M
V
cables
c
a
b
l
e
s
where
w
h
e
r
e
extruded
e
x
t
r
u
d
e
d
semiconducting
s
e
m
i
c
o
n
d
u
c
t
i
n
g
layers
l
a
y
e
r
s
are
a
r
e
present
p
r
e
s
e
n
t
below
b
e
l
o
w
and/or
a
n
d
/
o
r
above
a
b
o
v
e
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
material,
m
a
t
e
r
i
a
l
,
these
t
h
e
s
e
shall
s
h
a
l
l
be
b
e
co-extruded
c
o
-
e
x
t
r
u
d
e
d
with
w
i
t
h
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
layer.
l
a
y
e
r
.
-
Where
W
h
e
r
e
semiconductive
s
e
m
i
c
o
n
d
u
c
t
i
v
e
insulation
i
n
s
u
l
a
t
i
o
n
screening
s
c
r
e
e
n
i
n
g
is
i
s
present,
p
r
e
s
e
n
t
,
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
extruded
e
x
t
r
u
d
e
d
as
a
s
one
o
n
e
continuous
c
o
n
t
i
n
u
o
u
s
length
l
e
n
g
t
h
without
w
i
t
h
o
u
t
defects,
d
e
f
e
c
t
s
,
and
a
n
d
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
inspection
i
n
s
p
e
c
t
i
o
n
without
w
i
t
h
o
u
t
continuous
c
o
n
t
i
n
u
o
u
s
spark-testing
s
p
a
r
k
-
t
e
s
t
i
n
g
during
d
u
r
i
n
g
the
t
h
e
extrusion
e
x
t
r
u
s
i
o
n
process,
p
r
o
c
e
s
s
,
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
-
For
F
o
r
the
t
h
e
extrusion
e
x
t
r
u
s
i
o
n
of
o
f
LV
L
V
cable
c
a
b
l
e
insulation
i
n
s
u
l
a
t
i
o
n
without
w
i
t
h
o
u
t
a
a
semiconductive
s
e
m
i
c
o
n
d
u
c
t
i
v
e
screen
s
c
r
e
e
n
layer,
l
a
y
e
r
,
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
extruded
e
x
t
r
u
d
e
d
as
a
s
one
o
n
e
continuous
c
o
n
t
i
n
u
o
u
s
length
l
e
n
g
t
h
without
w
i
t
h
o
u
t
defects,
d
e
f
e
c
t
s
,
and
a
n
d
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
inspection
i
n
s
p
e
c
t
i
o
n
and
a
n
d
continuous
c
o
n
t
i
n
u
o
u
s
spark-testing
s
p
a
r
k
-
t
e
s
t
i
n
g
during
d
u
r
i
n
g
the
t
h
e
extrusion
e
x
t
r
u
s
i
o
n
process,
p
r
o
c
e
s
s
,
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
Repairs
R
e
p
a
i
r
s
to
t
o
the
t
h
e
conductor
c
o
n
d
u
c
t
o
r
insulation,
i
n
s
u
l
a
t
i
o
n
,
for
f
o
r
both
b
o
t
h
LV
L
V
and
a
n
d
MV
M
V
cables,
c
a
b
l
e
s
,
shall
s
h
a
l
l
not
n
o
t
be
b
e
permitted.
p
e
r
m
i
t
t
e
d
.
The
T
h
e
insulation
i
n
s
u
l
a
t
i
o
n
thickness
t
h
i
c
k
n
e
s
s
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
and
a
n
d
the
t
h
e
outside
o
u
t
s
i
d
e
diameter
d
i
a
m
e
t
e
r
(OD)
(
O
D
)
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
continuously
c
o
n
t
i
n
u
o
u
s
l
y
at
a
t
two
t
w
o
positions
p
o
s
i
t
i
o
n
s
90°
9
0
°
apart,
a
p
a
r
t
,
and
a
n
d
continuously
c
o
n
t
i
n
u
o
u
s
l
y
recorded.
r
e
c
o
r
d
e
d
.
After
A
f
t
e
r
extrusion,
e
x
t
r
u
s
i
o
n
,
the
t
h
e
insulated
i
n
s
u
l
a
t
e
d
conductors
c
o
n
d
u
c
t
o
r
s
shall
s
h
a
l
l
be
b
e
stored
s
t
o
r
e
d
in
i
n
a
a
dedicated
d
e
d
i
c
a
t
e
d
area
a
r
e
a
under
u
n
d
e
r
cover
c
o
v
e
r
and
a
n
d
protected
p
r
o
t
e
c
t
e
d
against
a
g
a
i
n
s
t
direct
d
i
r
e
c
t
sunlight,
s
u
n
l
i
g
h
t
,
dust,
d
u
s
t
,
and
a
n
d
other
o
t
h
e
r
potential
p
o
t
e
n
t
i
a
l
contaminants.
c
o
n
t
a
m
i
n
a
n
t
s
.
7.2.8.3
7
.
2
.
8
.
3
Core
C
o
r
e
Lay-up
L
a
y
-
u
p
During
D
u
r
i
n
g
cabling
c
a
b
l
i
n
g
operations,
o
p
e
r
a
t
i
o
n
s
,
the
t
h
e
conductors
c
o
n
d
u
c
t
o
r
s
shall
s
h
a
l
l
not
n
o
t
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
tensile
t
e
n
s
i
l
e
and
a
n
d
compressive
c
o
m
p
r
e
s
s
i
v
e
loadings
l
o
a
d
i
n
g
s
that
t
h
a
t
introduce
i
n
t
r
o
d
u
c
e
kinks
k
i
n
k
s
or
o
r
reduction
r
e
d
u
c
t
i
o
n
in
i
n
conductor
c
o
n
d
u
c
t
o
r
or
o
r
strand
s
t
r
a
n
d
cross-
c
r
o
s
s
-
sectional
s
e
c
t
i
o
n
a
l
area.
a
r
e
a
.
Fillers
F
i
l
l
e
r
s
may
m
a
y
be
b
e
simultaneously
s
i
m
u
l
t
a
n
e
o
u
s
l
y
introduced
i
n
t
r
o
d
u
c
e
d
when
w
h
e
n
cores
c
o
r
e
s
are
a
r
e
being
b
e
i
n
g
assembled
a
s
s
e
m
b
l
e
d
into
i
n
t
o
a
a
multicore
m
u
l
t
i
c
o
r
e
cable.
c
a
b
l
e
.
During
D
u
r
i
n
g
lay-up,
l
a
y
-
u
p
,
the
t
h
e
twisted
t
w
i
s
t
e
d
cores
c
o
r
e
s
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
continuous
c
o
n
t
i
n
u
o
u
s
visual
v
i
s
u
a
l
inspection
i
n
s
p
e
c
t
i
o
n
to
t
o
ensure
e
n
s
u
r
e
consistent
c
o
n
s
i
s
t
e
n
t
cabling
c
a
b
l
i
n
g
of
o
f
the
t
h
e
cores
c
o
r
e
s
and
a
n
d
fillers.
fi
l
l
e
r
s
.
If
I
f
a
a
binder
b
i
n
d
e
r
tape
t
a
p
e
is
i
s
incorporated
i
n
c
o
r
p
o
r
a
t
e
d
in
i
n
the
t
h
e
construction,
c
o
n
s
t
r
u
c
t
i
o
n
,
it
i
t
shall
s
h
a
l
l
be
b
e
applied
a
p
p
l
i
e
d
at
a
t
a
a
uniform
u
n
i
f
o
r
m
tension
t
e
n
s
i
o
n
level
l
e
v
e
l
that
t
h
a
t
shall
s
h
a
l
l
not
n
o
t
prevent
p
r
e
v
e
n
t
relative
r
e
l
a
t
i
v
e
movement
m
o
v
e
m
e
n
t
between
b
e
t
w
e
e
n
individual
i
n
d
i
v
i
d
u
a
l
cores
c
o
r
e
s
when
w
h
e
n
the
t
h
e
cable
c
a
b
l
e
is
i
s
flexed.
fl
e
x
e
d
.
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
lay-up,
l
a
y
-
u
p
,
the
t
h
e
cabled
c
a
b
l
e
d
cores
c
o
r
e
s
and/or
a
n
d
/
o
r
cabled
c
a
b
l
e
d
electric-cable
e
l
e
c
t
r
i
c
-
c
a
b
l
e
elements
e
l
e
m
e
n
t
s
shall
s
h
a
l
l
be
b
e
stored
s
t
o
r
e
d
in
i
n
a
a
dedicated
d
e
d
i
c
a
t
e
d
area
a
r
e
a
under
u
n
d
e
r
cover
c
o
v
e
r
and
a
n
d
protected
p
r
o
t
e
c
t
e
d
against
a
g
a
i
n
s
t
direct
d
i
r
e
c
t
sunlight,
s
u
n
l
i
g
h
t
,
dust,
d
u
s
t
,
and
a
n
d
other
o
t
h
e
r
potential
p
o
t
e
n
t
i
a
l
contaminants.
c
o
n
t
a
m
i
n
a
n
t
s
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.2.8.4
7
.
2
.
8
.
4
Fillers
F
i
l
l
e
r
s
7.2.8.4.1
7
.
2
.
8
.
4
.
1
Belted
B
e
l
t
e
d
Filling
F
i
l
l
i
n
g
Belted
B
e
l
t
e
d
fillers
fi
l
l
e
r
s
are
a
r
e
created
c
r
e
a
t
e
d
by
b
y
extruding
e
x
t
r
u
d
i
n
g
material
m
a
t
e
r
i
a
l
around
a
r
o
u
n
d
and
a
n
d
between
b
e
t
w
e
e
n
the
t
h
e
laid-up
l
a
i
d
-
u
p
cores
c
o
r
e
s
to
t
o
provide
p
r
o
v
i
d
e
a
a
circular
c
i
r
c
u
l
a
r
arrangement
a
r
r
a
n
g
e
m
e
n
t
upon
u
p
o
n
which
w
h
i
c
h
to
t
o
apply
a
p
p
l
y
a
a
screening
s
c
r
e
e
n
i
n
g
or
o
r
sheathing
s
h
e
a
t
h
i
n
g
layer.
l
a
y
e
r
.
The
T
h
e
application
a
p
p
l
i
c
a
t
i
o
n
of
o
f
a
a
belted
b
e
l
t
e
d
extrusion
e
x
t
r
u
s
i
o
n
should
s
h
o
u
l
d
not
n
o
t
adversely
a
d
v
e
r
s
e
l
y
aDect
a
D
e
c
t
or
o
r
degrade
d
e
g
r
a
d
e
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
material.
m
a
t
e
r
i
a
l
.
Once
O
n
c
e
applied,
a
p
p
l
i
e
d
,
the
t
h
e
belting
b
e
l
t
i
n
g
layer
l
a
y
e
r
shall
s
h
a
l
l
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
being
b
e
i
n
g
removed
r
e
m
o
v
e
d
from
f
r
o
m
the
t
h
e
insulated
i
n
s
u
l
a
t
e
d
cores
c
o
r
e
s
without
w
i
t
h
o
u
t
sticking
s
t
i
c
k
i
n
g
to
t
o
the
t
h
e
conductor
c
o
n
d
u
c
t
o
r
insulation.
i
n
s
u
l
a
t
i
o
n
.
In
I
n
some
s
o
m
e
cases,
c
a
s
e
s
,
a
a
belted
b
e
l
t
e
d
extrusion
e
x
t
r
u
s
i
o
n
may
m
a
y
be
b
e
applied
a
p
p
l
i
e
d
simultaneously
s
i
m
u
l
t
a
n
e
o
u
s
l
y
with
w
i
t
h
an
a
n
outer
o
u
t
e
r
sheathing
s
h
e
a
t
h
i
n
g
layer,
l
a
y
e
r
,
in
i
n
which
w
h
i
c
h
case
c
a
s
e
the
t
h
e
outer
o
u
t
e
r
layer
l
a
y
e
r
should
s
h
o
u
l
d
also
a
l
s
o
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
being
b
e
i
n
g
removed
r
e
m
o
v
e
d
from
f
r
o
m
the
t
h
e
belting
b
e
l
t
i
n
g
without
w
i
t
h
o
u
t
sticking.
s
t
i
c
k
i
n
g
.
7.2.8.4.2
7
.
2
.
8
.
4
.
2
Other
O
t
h
e
r
Fillers
F
i
l
l
e
r
s
NOTE
N
O
T
E
Other
O
t
h
e
r
fillers
fi
l
l
e
r
s
may
m
a
y
be
b
e
used
u
s
e
d
that
t
h
a
t
include
i
n
c
l
u
d
e
round
r
o
u
n
d
or
o
r
shaped
s
h
a
p
e
d
nonmetallic
n
o
n
m
e
t
a
l
l
i
c
elements
e
l
e
m
e
n
t
s
and
a
n
d
diDerent
d
i
D
e
r
e
n
t
types
t
y
p
e
s
of
o
f
viscous
v
i
s
c
o
u
s
filling
fi
l
l
i
n
g
compounds
c
o
m
p
o
u
n
d
s
that
t
h
a
t
are
a
r
e
usually
u
s
u
a
l
l
y
introduced
i
n
t
r
o
d
u
c
e
d
during
d
u
r
i
n
g
core
c
o
r
e
lay-
l
a
y
-
up.
u
p
.
The
T
h
e
viscous
v
i
s
c
o
u
s
filling
fi
l
l
i
n
g
compounds
c
o
m
p
o
u
n
d
s
may
m
a
y
be
b
e
applied
a
p
p
l
i
e
d
either
e
i
t
h
e
r
by
b
y
flooding
fl
o
o
d
i
n
g
the
t
h
e
laid-up
l
a
i
d
-
u
p
cores
c
o
r
e
s
and
a
n
d
wiping
w
i
p
i
n
g
oD
o
D
the
t
h
e
surplus,
s
u
r
p
l
u
s
,
or
o
r
by
b
y
pumping
p
u
m
p
i
n
g
the
t
h
e
material
m
a
t
e
r
i
a
l
into
i
n
t
o
the
t
h
e
closing
c
l
o
s
i
n
g
die
d
i
e
where
w
h
e
r
e
the
t
h
e
cores
c
o
r
e
s
are
a
r
e
brought
b
r
o
u
g
h
t
together
t
o
g
e
t
h
e
r
during
d
u
r
i
n
g
assembly.
a
s
s
e
m
b
l
y
.
Drain
D
r
a
i
n
wire(s)
w
i
r
e
(
s
)
may
m
a
y
also
a
l
s
o
be
b
e
included
i
n
c
l
u
d
e
d
along
a
l
o
n
g
with
w
i
t
h
fillers,
fi
l
l
e
r
s
,
where
w
h
e
r
e
required.
r
e
q
u
i
r
e
d
.
7.2.8.5
7
.
2
.
8
.
5
Tape
T
a
p
e
Screening
S
c
r
e
e
n
i
n
g
In
I
n
LV
L
V
multicore
m
u
l
t
i
c
o
r
e
cables,
c
a
b
l
e
s
,
plain
p
l
a
i
n
metal
m
e
t
a
l
tapes
t
a
p
e
s
shall
s
h
a
l
l
not
n
o
t
be
b
e
applied
a
p
p
l
i
e
d
over
o
v
e
r
the
t
h
e
laid-up
l
a
i
d
-
u
p
cores
c
o
r
e
s
without
w
i
t
h
o
u
t
a
a
nonmetallic
n
o
n
m
e
t
a
l
l
i
c
layer
l
a
y
e
r
between
b
e
t
w
e
e
n
them.
t
h
e
m
.
For
F
o
r
LV
L
V
cable
c
a
b
l
e
screens
s
c
r
e
e
n
s
containing
c
o
n
t
a
i
n
i
n
g
a
a
composite
c
o
m
p
o
s
i
t
e
metallic
m
e
t
a
l
l
i
c
layer
l
a
y
e
r
on
o
n
polymer
p
o
l
y
m
e
r
substrate,
s
u
b
s
t
r
a
t
e
,
the
t
h
e
inclusion
i
n
c
l
u
s
i
o
n
of
o
f
drain
d
r
a
i
n
wire(s)
w
i
r
e
(
s
)
shall
s
h
a
l
l
be
b
e
such
s
u
c
h
that
t
h
a
t
electrical
e
l
e
c
t
r
i
c
a
l
continuity
c
o
n
t
i
n
u
i
t
y
is
i
s
maintained
m
a
i
n
t
a
i
n
e
d
when
w
h
e
n
adding
a
d
d
i
n
g
a
a
new
n
e
w
roll
r
o
l
l
of
o
f
screen
s
c
r
e
e
n
tape.
t
a
p
e
.
NOTE
N
O
T
E
For
F
o
r
MV
M
V
cables,
c
a
b
l
e
s
,
semiconducting
s
e
m
i
c
o
n
d
u
c
t
i
n
g
tape(s)
t
a
p
e
(
s
)
may
m
a
y
also
a
l
s
o
be
b
e
applied
a
p
p
l
i
e
d
immediately
i
m
m
e
d
i
a
t
e
l
y
below
b
e
l
o
w
the
t
h
e
metal
m
e
t
a
l
tape(s).
t
a
p
e
(
s
)
.
7.2.8.6
7
.
2
.
8
.
6
Sheath
S
h
e
a
t
h
Extrusion
E
x
t
r
u
s
i
o
n
There
T
h
e
r
e
shall
s
h
a
l
l
be
b
e
no
n
o
discontinuities
d
i
s
c
o
n
t
i
n
u
i
t
i
e
s
or
o
r
holes
h
o
l
e
s
observed
o
b
s
e
r
v
e
d
or
o
r
detected
d
e
t
e
c
t
e
d
in
i
n
the
t
h
e
extruded
e
x
t
r
u
d
e
d
sheath.
s
h
e
a
t
h
.
Repairs
R
e
p
a
i
r
s
to
t
o
a
a
sheath
s
h
e
a
t
h
are
a
r
e
permissible
p
e
r
m
i
s
s
i
b
l
e
and
a
n
d
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
and
a
n
d
documented
d
o
c
u
m
e
n
t
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
The
T
h
e
sheath
s
h
e
a
t
h
OD
O
D
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
continuously,
c
o
n
t
i
n
u
o
u
s
l
y
,
at
a
t
a
a
minimum
m
i
n
i
m
u
m
of
o
f
two
t
w
o
positions
p
o
s
i
t
i
o
n
s
90°
9
0
°
apart.
a
p
a
r
t
.
Eccentricity
E
c
c
e
n
t
r
i
c
i
t
y
and
a
n
d
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
from
f
r
o
m
samples
s
a
m
p
l
e
s
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
the
t
h
e
extrusion.
e
x
t
r
u
s
i
o
n
.
7.2.8.7
7
.
2
.
8
.
7
Armoring/Reinforcement
A
r
m
o
r
i
n
g
/
R
e
i
n
f
o
r
c
e
m
e
n
t
Where
W
h
e
r
e
present,
p
r
e
s
e
n
t
,
this
t
h
i
s
shall
s
h
a
l
l
be
b
e
uniformly
u
n
i
f
o
r
m
l
y
applied
a
p
p
l
i
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.2.9
7
.
2
.
9
LV
L
V
Cable
C
a
b
l
e
Verification/Qualification
V
e
r
i
fi
c
a
t
i
o
n
/
Q
u
a
l
i
fi
c
a
t
i
o
n
Testing
T
e
s
t
i
n
g
7.2.9.1
7
.
2
.
9
.
1
General
G
e
n
e
r
a
l
Verification
V
e
r
i
fi
c
a
t
i
o
n
tests
t
e
s
t
s
are
a
r
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
samples
s
a
m
p
l
e
s
of
o
f
the
t
h
e
particular
p
a
r
t
i
c
u
l
a
r
cable,
c
a
b
l
e
,
and
a
n
d
are
a
r
e
intended
i
n
t
e
n
d
e
d
to
t
o
qualify
q
u
a
l
i
f
y
the
t
h
e
design
d
e
s
i
g
n
as
a
s
being
b
e
i
n
g
fit
fi
t
for
f
o
r
purpose,
p
u
r
p
o
s
e
,
considering
c
o
n
s
i
d
e
r
i
n
g
the
t
h
e
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
and
a
n
d
properties
p
r
o
p
e
r
t
i
e
s
described
d
e
s
c
r
i
b
e
d
in
i
n
7.2.9.2
7
.
2
.
9
.
2
to
t
o
7.2.9.12.
7
.
2
.
9
.
1
2
.
If
I
f
a
a
splice
s
p
l
i
c
e
is
i
s
being
b
e
i
n
g
provided
p
r
o
v
i
d
e
d
in
i
n
the
t
h
e
cable,
c
a
b
l
e
,
this
t
h
i
s
shall
s
h
a
l
l
also
a
l
s
o
be
b
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
the
t
h
e
same
s
a
m
e
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing.
t
e
s
t
i
n
g
.
7.2.9.2
7
.
2
.
9
.
2
Visual
V
i
s
u
a
l
and
a
n
d
Dimensional
D
i
m
e
n
s
i
o
n
a
l
Electrical
E
l
e
c
t
r
i
c
a
l
cores
c
o
r
e
s
shall
s
h
a
l
l
be
b
e
100
1
0
0
%
%
visually
v
i
s
u
a
l
l
y
examined
e
x
a
m
i
n
e
d
on
o
n
samples
s
a
m
p
l
e
s
of
o
f
cores
c
o
r
e
s
and
a
n
d
shall
s
h
a
l
l
be
b
e
free
f
r
e
e
from
f
r
o
m
damage,
d
a
m
a
g
e
,
conductor
c
o
n
d
u
c
t
o
r
kinks,
k
i
n
k
s
,
or
o
r
faults.
f
a
u
l
t
s
.
This
T
h
i
s
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
examination
e
x
a
m
i
n
a
t
i
o
n
of
o
f
materials
m
a
t
e
r
i
a
l
s
for
f
o
r
possible
p
o
s
s
i
b
l
e
contamination,
c
o
n
t
a
m
i
n
a
t
i
o
n
,
verification
v
e
r
i
fi
c
a
t
i
o
n
of
o
f
dimensions,
d
i
m
e
n
s
i
o
n
s
,
and
a
n
d
construction.
c
o
n
s
t
r
u
c
t
i
o
n
.
Conductors
C
o
n
d
u
c
t
o
r
s
shall
s
h
a
l
l
be
b
e
examined
e
x
a
m
i
n
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
60228.
6
0
2
2
8
.
7.2.9.3
7
.
2
.
9
.
3
DC
D
C
Conductor
C
o
n
d
u
c
t
o
r
Resistance
R
e
s
i
s
t
a
n
c
e
A
A
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance
r
e
s
i
s
t
a
n
c
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
two
t
w
o
samples
s
a
m
p
l
e
s
of
o
f
each
e
a
c
h
insulated
i
n
s
u
l
a
t
e
d
conductor,
c
o
n
d
u
c
t
o
r
,
with
w
i
t
h
each
e
a
c
h
sample
s
a
m
p
l
e
being
b
e
i
n
g
at
a
t
least
l
e
a
s
t
1
1
m
m
(3.28
(
3
.
2
8
ft)
f
t
)
long.
l
o
n
g
.
One
O
n
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
a
a
completed
c
o
m
p
l
e
t
e
d
electric
e
l
e
c
t
r
i
c
cable.
c
a
b
l
e
.
The
T
h
e
measured
m
e
a
s
u
r
e
d
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance
r
e
s
i
s
t
a
n
c
e
of
o
f
each
e
a
c
h
conductor,
c
o
n
d
u
c
t
o
r
,
corrected
c
o
r
r
e
c
t
e
d
to
t
o
20
2
0
°C
°
C
(68
(
6
8
°F),
°
F
)
,
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
the
t
h
e
value
v
a
l
u
e
specified
s
p
e
c
i
fi
e
d
in
i
n
IEC
I
E
C
60228
6
0
2
2
8
by
b
y
more
m
o
r
e
than
t
h
a
n
2
2
%
%
when
w
h
e
n
corrected
c
o
r
r
e
c
t
e
d
for
f
o
r
lay-loss,
l
a
y
-
l
o
s
s
,
i.e.
i
.
e
.
assembly
a
s
s
e
m
b
l
y
angle
a
n
g
l
e
or
o
r
twist.
t
w
i
s
t
.
7.2.9.4
7
.
2
.
9
.
4
DC
D
C
Insulation
I
n
s
u
l
a
t
i
o
n
Resistance
R
e
s
i
s
t
a
n
c
e
A
A
DC
D
C
insulation
i
n
s
u
l
a
t
i
o
n
resistance
r
e
s
i
s
t
a
n
c
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
two
t
w
o
samples
s
a
m
p
l
e
s
of
o
f
insulated
i
n
s
u
l
a
t
e
d
conductors,
c
o
n
d
u
c
t
o
r
s
,
with
w
i
t
h
each
e
a
c
h
sample
s
a
m
p
l
e
being
b
e
i
n
g
at
a
t
least
l
e
a
s
t
1
1
m
m
(3.28
(
3
.
2
8
ft)
f
t
)
long.
l
o
n
g
.
One
O
n
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
a
a
completed
c
o
m
p
l
e
t
e
d
electric
e
l
e
c
t
r
i
c
cable.
c
a
b
l
e
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
The
T
h
e
individual
i
n
d
i
v
i
d
u
a
l
insulated
i
n
s
u
l
a
t
e
d
conductors
c
o
n
d
u
c
t
o
r
s
shall
s
h
a
l
l
be
b
e
fully
f
u
l
l
y
immersed
i
m
m
e
r
s
e
d
in
i
n
a
a
tank
t
a
n
k
filled
fi
l
l
e
d
with
w
i
t
h
town-
t
o
w
n
-
mains
m
a
i
n
s
or
o
r
potable
p
o
t
a
b
l
e
water.
w
a
t
e
r
.
Insulation
I
n
s
u
l
a
t
i
o
n
resistance
r
e
s
i
s
t
a
n
c
e
shall
s
h
a
l
l
be
b
e
measured.
m
e
a
s
u
r
e
d
.
The
T
h
e
specimens
s
p
e
c
i
m
e
n
s
shall
s
h
a
l
l
then
t
h
e
n
be
b
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
a
a
minimum
m
i
n
i
m
u
m
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure
p
r
e
s
s
u
r
e
of
o
f
3.5
3
.
5
MPa
M
P
a
(500
(
5
0
0
psi)
p
s
i
)
or
o
r
maximum
m
a
x
i
m
u
m
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure
p
r
e
s
s
u
r
e
at
a
t
service
s
e
r
v
i
c
e
water
w
a
t
e
r
depth,
d
e
p
t
h
,
whichever
w
h
i
c
h
e
v
e
r
is
i
s
greater,
g
r
e
a
t
e
r
,
for
f
o
r
a
a
minimum
m
i
n
i
m
u
m
period
p
e
r
i
o
d
of
o
f
22
2
2
hours,
h
o
u
r
s
,
and
a
n
d
then
t
h
e
n
insulation-resistance
i
n
s
u
l
a
t
i
o
n
-
r
e
s
i
s
t
a
n
c
e
tested
t
e
s
t
e
d
while
w
h
i
l
e
still
s
t
i
l
l
under
u
n
d
e
r
pressure.
p
r
e
s
s
u
r
e
.
The
T
h
e
value
v
a
l
u
e
of
o
f
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
resistance
r
e
s
i
s
t
a
n
c
e
shall
s
h
a
l
l
not
n
o
t
be
b
e
less
l
e
s
s
than
t
h
a
n
the
t
h
e
value
v
a
l
u
e
defined
d
e
fi
n
e
d
in
i
n
7.2.6.1.
7
.
2
.
6
.
1
.
7.2.9.5
7
.
2
.
9
.
5
High-voltage
H
i
g
h
-
v
o
l
t
a
g
e
DC
D
C
A
A
high-voltage
h
i
g
h
-
v
o
l
t
a
g
e
DC
D
C
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
two
t
w
o
samples
s
a
m
p
l
e
s
of
o
f
insulated
i
n
s
u
l
a
t
e
d
conductor,
c
o
n
d
u
c
t
o
r
,
each
e
a
c
h
sample
s
a
m
p
l
e
being
b
e
i
n
g
at
a
t
least
l
e
a
s
t
1
1
m
m
(3.28
(
3
.
2
8
ft)
f
t
)
long.
l
o
n
g
.
One
O
n
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
a
a
completed
c
o
m
p
l
e
t
e
d
electric
e
l
e
c
t
r
i
c
cable.
c
a
b
l
e
.
NOTE
N
O
T
E
This
T
h
i
s
test
t
e
s
t
may
m
a
y
be
b
e
combined
c
o
m
b
i
n
e
d
with
w
i
t
h
the
t
h
e
insulation-resistance
i
n
s
u
l
a
t
i
o
n
-
r
e
s
i
s
t
a
n
c
e
test
t
e
s
t
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.9.4
7
.
2
.
9
.
4
using
u
s
i
n
g
the
t
h
e
same
s
a
m
e
samples,
s
a
m
p
l
e
s
,
provided
p
r
o
v
i
d
e
d
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
resistance
r
e
s
i
s
t
a
n
c
e
test
t
e
s
t
is
i
s
performed
p
e
r
f
o
r
m
e
d
first.
fi
r
s
t
.
The
T
h
e
individual
i
n
d
i
v
i
d
u
a
l
insulated
i
n
s
u
l
a
t
e
d
conductors
c
o
n
d
u
c
t
o
r
s
shall
s
h
a
l
l
be
b
e
fully
f
u
l
l
y
immersed
i
m
m
e
r
s
e
d
in
i
n
a
a
tank
t
a
n
k
filled
fi
l
l
e
d
with
w
i
t
h
town-
t
o
w
n
-
mains
m
a
i
n
s
or
o
r
potable
p
o
t
a
b
l
e
water.
w
a
t
e
r
.
An
A
n
initial
i
n
i
t
i
a
l
insulation-resistance
i
n
s
u
l
a
t
i
o
n
-
r
e
s
i
s
t
a
n
c
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed.
p
e
r
f
o
r
m
e
d
.
The
T
h
e
specimens
s
p
e
c
i
m
e
n
s
shall
s
h
a
l
l
then
t
h
e
n
be
b
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
a
a
minimum
m
i
n
i
m
u
m
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure
p
r
e
s
s
u
r
e
of
o
f
3.5
3
.
5
MPa
M
P
a
(500
(
5
0
0
psi)
p
s
i
)
or
o
r
maximum
m
a
x
i
m
u
m
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure
p
r
e
s
s
u
r
e
at
a
t
service
s
e
r
v
i
c
e
water
w
a
t
e
r
depth,
d
e
p
t
h
,
whichever
w
h
i
c
h
e
v
e
r
is
i
s
greater,
g
r
e
a
t
e
r
,
for
f
o
r
a
a
minimum
m
i
n
i
m
u
m
period
p
e
r
i
o
d
of
o
f
22
2
2
hours,
h
o
u
r
s
,
then
t
h
e
n
high-voltage
h
i
g
h
-
v
o
l
t
a
g
e
tested
t
e
s
t
e
d
while
w
h
i
l
e
still
s
t
i
l
l
under
u
n
d
e
r
pressure.
p
r
e
s
s
u
r
e
.
Each
E
a
c
h
insulated
i
n
s
u
l
a
t
e
d
conductor
c
o
n
d
u
c
t
o
r
shall
s
h
a
l
l
withstand
w
i
t
h
s
t
a
n
d
the
t
h
e
DC
D
C
voltage
v
o
l
t
a
g
e
between
b
e
t
w
e
e
n
conductor
c
o
n
d
u
c
t
o
r
and
a
n
d
water
w
a
t
e
r
at
a
t
each
e
a
c
h
of
o
f
the
t
h
e
pressure
p
r
e
s
s
u
r
e
levels,
l
e
v
e
l
s
,
for
f
o
r
a
a
period
p
e
r
i
o
d
of
o
f
not
n
o
t
less
l
e
s
s
than
t
h
a
n
five
fi
v
e
minutes,
m
i
n
u
t
e
s
,
without
w
i
t
h
o
u
t
breakdown.
b
r
e
a
k
d
o
w
n
.
At
A
t
the
t
h
e
end
e
n
d
of
o
f
each
e
a
c
h
period,
p
e
r
i
o
d
,
the
t
h
e
leakage
l
e
a
k
a
g
e
current
c
u
r
r
e
n
t
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
and
a
n
d
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
the
t
h
e
value
v
a
l
u
e
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
DC
D
C
test
t
e
s
t
voltage
v
o
l
t
a
g
e
shall
s
h
a
l
l
be
b
e
5
5
kV
k
V
or
o
r
three
t
h
r
e
e
times
t
i
m
e
s
UQ,
U
Q
,
whichever
w
h
i
c
h
e
v
e
r
is
i
s
greater.
g
r
e
a
t
e
r
.
7.2.9.6
7
.
2
.
9
.
6
High-voltage
H
i
g
h
-
v
o
l
t
a
g
e
AC
A
C
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
the
t
h
e
high-voltage
h
i
g
h
-
v
o
l
t
a
g
e
DC
D
C
test
t
e
s
t
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.9.5,
7
.
2
.
9
.
5
,
a
a
high-voltage
h
i
g
h
-
v
o
l
t
a
g
e
AC
A
C
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
insulated
i
n
s
u
l
a
t
e
d
conductors
c
o
n
d
u
c
t
o
r
s
while
w
h
i
l
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
the
t
h
e
same
s
a
m
e
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure.
p
r
e
s
s
u
r
e
.
The
T
h
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
with
w
i
t
h
an
a
n
alternating
a
l
t
e
r
n
a
t
i
n
g
voltage
v
o
l
t
a
g
e
of
o
f
sine
s
i
n
e
waveform
w
a
v
e
f
o
r
m
having
h
a
v
i
n
g
a
a
frequency
f
r
e
q
u
e
n
c
y
in
i
n
the
t
h
e
range
r
a
n
g
e
40
4
0
Hz
H
z
to
t
o
62
6
2
Hz,
H
z
,
unless
u
n
l
e
s
s
otherwise
o
t
h
e
r
w
i
s
e
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
value
v
a
l
u
e
of
o
f
the
t
h
e
applied
a
p
p
l
i
e
d
test
t
e
s
t
voltage
v
o
l
t
a
g
e
shall
s
h
a
l
l
be
b
e
2.5
2
.
5
x
x
Uo
U
o
+
+
2kV.
2
k
V
.
The
T
h
e
voltage
v
o
l
t
a
g
e
shall
s
h
a
l
l
be
b
e
applied
a
p
p
l
i
e
d
between
b
e
t
w
e
e
n
conductor
c
o
n
d
u
c
t
o
r
and
a
n
d
water.
w
a
t
e
r
.
It
I
t
shall
s
h
a
l
l
be
b
e
increased
i
n
c
r
e
a
s
e
d
at
a
t
the
t
h
e
rate
r
a
t
e
defined
d
e
fi
n
e
d
in
i
n
7.2.9.8
7
.
2
.
9
.
8
and
a
n
d
maintained
m
a
i
n
t
a
i
n
e
d
at
a
t
the
t
h
e
full
f
u
l
l
value
v
a
l
u
e
for
f
o
r
five
fi
v
e
minutes
m
i
n
u
t
e
s
without
w
i
t
h
o
u
t
breakdown
b
r
e
a
k
d
o
w
n
of
o
f
the
t
h
e
insulation.
i
n
s
u
l
a
t
i
o
n
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.2.9.7
7
.
2
.
9
.
7
Complete
C
o
m
p
l
e
t
e
Breakdown
B
r
e
a
k
d
o
w
n
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
the
t
h
e
high-voltage
h
i
g
h
-
v
o
l
t
a
g
e
tests,
t
e
s
t
s
,
four
f
o
u
r
further
f
u
r
t
h
e
r
samples
s
a
m
p
l
e
s
at
a
t
least
l
e
a
s
t
1
1
m
m
(3.28
(
3
.
2
8
ft)
f
t
)
in
i
n
length
l
e
n
g
t
h
shall
s
h
a
l
l
be
b
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
a
a
complete
c
o
m
p
l
e
t
e
DC
D
C
breakdown
b
r
e
a
k
d
o
w
n
test.
t
e
s
t
.
Two
T
w
o
samples
s
a
m
p
l
e
s
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
a
a
completed
c
o
m
p
l
e
t
e
d
electric
e
l
e
c
t
r
i
c
cable.
c
a
b
l
e
.
Each
E
a
c
h
of
o
f
the
t
h
e
samples
s
a
m
p
l
e
s
shall
s
h
a
l
l
be
b
e
tested
t
e
s
t
e
d
in
i
n
a
a
manner
m
a
n
n
e
r
identical
i
d
e
n
t
i
c
a
l
to
t
o
that
t
h
a
t
in
i
n
7.2.9
7
.
2
.
9
5,
5
,
with
w
i
t
h
two
t
w
o
samples
s
a
m
p
l
e
s
being
b
e
i
n
g
tested
t
e
s
t
e
d
at
a
t
ambient
a
m
b
i
e
n
t
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure
p
r
e
s
s
u
r
e
and
a
n
d
two
t
w
o
being
b
e
i
n
g
tested
t
e
s
t
e
d
at
a
t
the
t
h
e
higher
h
i
g
h
e
r
pressure
p
r
e
s
s
u
r
e
used
u
s
e
d
in
i
n
the
t
h
e
test
t
e
s
t
defined
d
e
fi
n
e
d
in
i
n
7.2.9.5.
7
.
2
.
9
.
5
.
The
T
h
e
DC
D
C
voltage
v
o
l
t
a
g
e
shall
s
h
a
l
l
be
b
e
increased
i
n
c
r
e
a
s
e
d
at
a
t
a
a
rate
r
a
t
e
of
o
f
0.1
0
.
1
kV/s
k
V
/
s
until
u
n
t
i
l
breakdown
b
r
e
a
k
d
o
w
n
occurs.
o
c
c
u
r
s
.
The
T
h
e
test
t
e
s
t
results
r
e
s
u
l
t
s
shall
s
h
a
l
l
be
b
e
recorded
r
e
c
o
r
d
e
d
for
f
o
r
each
e
a
c
h
sample.
s
a
m
p
l
e
.
If
I
f
no
n
o
voltage
v
o
l
t
a
g
e
breakdown
b
r
e
a
k
d
o
w
n
occurs
o
c
c
u
r
s
before
b
e
f
o
r
e
application
a
p
p
l
i
c
a
t
i
o
n
of
o
f
10
1
0
x
x
(/0,
(
/
0
,
the
t
h
e
insulated
i
n
s
u
l
a
t
e
d
conductor
c
o
n
d
u
c
t
o
r
shall
s
h
a
l
l
be
b
e
deemed
d
e
e
m
e
d
suitable.
s
u
i
t
a
b
l
e
.
7.2.9.8
7
.
2
.
9
.
8
Application
A
p
p
l
i
c
a
t
i
o
n
of
o
f
Test
T
e
s
t
Voltages
V
o
l
t
a
g
e
s
Unless
U
n
l
e
s
s
otherwise
o
t
h
e
r
w
i
s
e
specified
s
p
e
c
i
fi
e
d
for
f
o
r
all
a
l
l
voltage
v
o
l
t
a
g
e
tests,
t
e
s
t
s
,
the
t
h
e
rate
r
a
t
e
of
o
f
increase
i
n
c
r
e
a
s
e
from
f
r
o
m
the
t
h
e
initially
i
n
i
t
i
a
l
l
y
applied
a
p
p
l
i
e
d
voltage
v
o
l
t
a
g
e
to
t
o
the
t
h
e
specified
s
p
e
c
i
fi
e
d
test
t
e
s
t
voltage
v
o
l
t
a
g
e
shall
s
h
a
l
l
be
b
e
uniform
u
n
i
f
o
r
m
and
a
n
d
shall
s
h
a
l
l
not
n
o
t
be
b
e
more
m
o
r
e
than
t
h
a
n
100
1
0
0
%
%
in
i
n
10
1
0
seconds,
s
e
c
o
n
d
s
,
or
o
r
less
l
e
s
s
than
t
h
a
n
100
1
0
0
%
%
in
i
n
60
6
0
seconds.
s
e
c
o
n
d
s
.
The
T
h
e
initial
i
n
i
t
i
a
l
applied
a
p
p
l
i
e
d
voltage
v
o
l
t
a
g
e
shall
s
h
a
l
l
not
n
o
t
be
b
e
greater
g
r
e
a
t
e
r
than
t
h
a
n
500
5
0
0
V.
V
.
7.2.9.9
7
.
2
.
9
.
9
Inductance
I
n
d
u
c
t
a
n
c
e
A
A
sample
s
a
m
p
l
e
of
o
f
completed
c
o
m
p
l
e
t
e
d
electric
e
l
e
c
t
r
i
c
cable,
c
a
b
l
e
,
with
w
i
t
h
a
a
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
of
o
f
10
1
0
m
m
(32.8
(
3
2
.
8
ft),
f
t
)
,
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
for
f
o
r
inductance.
i
n
d
u
c
t
a
n
c
e
.
The
T
h
e
inductance
i
n
d
u
c
t
a
n
c
e
of
o
f
each
e
a
c
h
selected
s
e
l
e
c
t
e
d
pair
p
a
i
r
of
o
f
cores
c
o
r
e
s
in
i
n
the
t
h
e
cable
c
a
b
l
e
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
at
a
t
fixed
fi
x
e
d
frequencies,
f
r
e
q
u
e
n
c
i
e
s
,
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
measured
m
e
a
s
u
r
e
d
values
v
a
l
u
e
s
shall
s
h
a
l
l
comply
c
o
m
p
l
y
with
w
i
t
h
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.6.1,
7
.
2
.
6
.
1
,
which
w
h
i
c
h
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
limits
l
i
m
i
t
s
for
f
o
r
deviation
d
e
v
i
a
t
i
o
n
between
b
e
t
w
e
e
n
actual
a
c
t
u
a
l
and
a
n
d
specified
s
p
e
c
i
fi
e
d
values.
v
a
l
u
e
s
.
7.2.9.10
7
.
2
.
9
.
1
0
Capacitance
C
a
p
a
c
i
t
a
n
c
e
A
A
sample
s
a
m
p
l
e
of
o
f
completed
c
o
m
p
l
e
t
e
d
electric
e
l
e
c
t
r
i
c
cable,
c
a
b
l
e
,
with
w
i
t
h
a
a
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
of
o
f
10
1
0
m
m
(32.8
(
3
2
.
8
ft),
f
t
)
,
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
for
f
o
r
capacitance.
c
a
p
a
c
i
t
a
n
c
e
.
The
T
h
e
capacitance
c
a
p
a
c
i
t
a
n
c
e
of
o
f
each
e
a
c
h
selected
s
e
l
e
c
t
e
d
pair
p
a
i
r
of
o
f
cores
c
o
r
e
s
in
i
n
the
t
h
e
cable
c
a
b
l
e
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
at
a
t
fixed
fi
x
e
d
frequencies,
f
r
e
q
u
e
n
c
i
e
s
,
as
a
s
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
capacitance
c
a
p
a
c
i
t
a
n
c
e
of
o
f
each
e
a
c
h
power
p
o
w
e
r
unit
u
n
i
t
(a
(
a
single
s
i
n
g
l
e
screened
s
c
r
e
e
n
e
d
power
p
o
w
e
r
core)
c
o
r
e
)
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
at
a
t
the
t
h
e
transmission
t
r
a
n
s
m
i
s
s
i
o
n
frequency
f
r
e
q
u
e
n
c
y
with
w
i
t
h
respect
r
e
s
p
e
c
t
to
t
o
ground,
g
r
o
u
n
d
,
unless
u
n
l
e
s
s
stated
s
t
a
t
e
d
otherwise
o
t
h
e
r
w
i
s
e
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
measured
m
e
a
s
u
r
e
d
values
v
a
l
u
e
s
shall
s
h
a
l
l
conform
c
o
n
f
o
r
m
to
t
o
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.6.1,
7
.
2
.
6
.
1
,
which
w
h
i
c
h
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
limits
l
i
m
i
t
s
for
f
o
r
deviation
d
e
v
i
a
t
i
o
n
between
b
e
t
w
e
e
n
actual
a
c
t
u
a
l
and
a
n
d
specified
s
p
e
c
i
fi
e
d
values.
v
a
l
u
e
s
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.2.9.11
7
.
2
.
9
.
1
1
Attenuation
A
t
t
e
n
u
a
t
i
o
n
A
A
sample
s
a
m
p
l
e
of
o
f
completed
c
o
m
p
l
e
t
e
d
electric
e
l
e
c
t
r
i
c
cable,
c
a
b
l
e
,
with
w
i
t
h
a
a
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
of
o
f
10
1
0
m
m
(32.8
(
3
2
.
8
ft),
f
t
)
,
shall
s
h
a
l
l
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
for
f
o
r
attenuation.
a
t
t
e
n
u
a
t
i
o
n
.
The
T
h
e
attenuation
a
t
t
e
n
u
a
t
i
o
n
of
o
f
each
e
a
c
h
selected
s
e
l
e
c
t
e
d
pair
p
a
i
r
of
o
f
cores
c
o
r
e
s
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
or
o
r
derived
d
e
r
i
v
e
d
at
a
t
the
t
h
e
frequencies
f
r
e
q
u
e
n
c
i
e
s
specified
s
p
e
c
i
fi
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
values,
v
a
l
u
e
s
,
either
e
i
t
h
e
r
measured
m
e
a
s
u
r
e
d
or
o
r
determined,
d
e
t
e
r
m
i
n
e
d
,
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.6.1,
7
.
2
.
6
.
1
,
which
w
h
i
c
h
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
limits
l
i
m
i
t
s
for
f
o
r
deviation
d
e
v
i
a
t
i
o
n
between
b
e
t
w
e
e
n
actual
a
c
t
u
a
l
and
a
n
d
specified
s
p
e
c
i
fi
e
d
values.
v
a
l
u
e
s
.
7.2.9.12
7
.
2
.
9
.
1
2
Characteristic
C
h
a
r
a
c
t
e
r
i
s
t
i
c
impedance
i
m
p
e
d
a
n
c
e
A
A
sample
s
a
m
p
l
e
of
o
f
completed
c
o
m
p
l
e
t
e
d
electric
e
l
e
c
t
r
i
c
cable,
c
a
b
l
e
,
with
w
i
t
h
a
a
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
of
o
f
10
1
0
m
m
(32.8
(
3
2
.
8
ft),
f
t
)
,
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
for
f
o
r
the
t
h
e
determination
d
e
t
e
r
m
i
n
a
t
i
o
n
of
o
f
characteristic
c
h
a
r
a
c
t
e
r
i
s
t
i
c
impedance.
i
m
p
e
d
a
n
c
e
.
The
T
h
e
characteristic
c
h
a
r
a
c
t
e
r
i
s
t
i
c
impedance
i
m
p
e
d
a
n
c
e
of
o
f
each
e
a
c
h
selected
s
e
l
e
c
t
e
d
pair
p
a
i
r
of
o
f
cores
c
o
r
e
s
in
i
n
the
t
h
e
cable
c
a
b
l
e
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
or
o
r
derived
d
e
r
i
v
e
d
at
a
t
the
t
h
e
frequencies
f
r
e
q
u
e
n
c
i
e
s
specified
s
p
e
c
i
fi
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
values,
v
a
l
u
e
s
,
either
e
i
t
h
e
r
measured
m
e
a
s
u
r
e
d
or
o
r
determined,
d
e
t
e
r
m
i
n
e
d
,
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.6.1,
7
.
2
.
6
.
1
,
which
w
h
i
c
h
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
limits
l
i
m
i
t
s
for
f
o
r
deviation
d
e
v
i
a
t
i
o
n
between
b
e
t
w
e
e
n
actual
a
c
t
u
a
l
and
a
n
d
specified
s
p
e
c
i
fi
e
d
values.
v
a
l
u
e
s
.
7.2.10
7
.
2
.
1
0
MV
M
V
Cable
C
a
b
l
e
Verification/Qualification
V
e
r
i
fi
c
a
t
i
o
n
/
Q
u
a
l
i
fi
c
a
t
i
o
n
Testing
T
e
s
t
i
n
g
7.2.10.1
7
.
2
.
1
0
.
1
General
G
e
n
e
r
a
l
Testing
T
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
samples
s
a
m
p
l
e
s
of
o
f
the
t
h
e
particular
p
a
r
t
i
c
u
l
a
r
cable
c
a
b
l
e
to
t
o
qualify
q
u
a
l
i
f
y
the
t
h
e
design
d
e
s
i
g
n
as
a
s
being
b
e
i
n
g
fit
fi
t
for
f
o
r
purpose.
p
u
r
p
o
s
e
.
If
I
f
a
a
splice
s
p
l
i
c
e
is
i
s
being
b
e
i
n
g
provided
p
r
o
v
i
d
e
d
in
i
n
the
t
h
e
cable,
c
a
b
l
e
,
this
t
h
i
s
shall
s
h
a
l
l
also
a
l
s
o
be
b
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
the
t
h
e
same
s
a
m
e
suite
s
u
i
t
e
of
o
f
tests
t
e
s
t
s
identified
i
d
e
n
t
i
fi
e
d
below
b
e
l
o
w
for
f
o
r
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing.
t
e
s
t
i
n
g
.
For
F
o
r
MV
M
V
cables,
c
a
b
l
e
s
,
these
t
h
e
s
e
should
s
h
o
u
l
d
be
b
e
performed
p
e
r
f
o
r
m
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
60502-2
6
0
5
0
2
-
2
in
i
n
the
t
h
e
section
s
e
c
t
i
o
n
relating
r
e
l
a
t
i
n
g
to
t
o
“Type”
“
T
y
p
e
”
tests
t
e
s
t
s
where
w
h
e
r
e
applicable
a
p
p
l
i
c
a
b
l
e
in
i
n
the
t
h
e
list
l
i
s
t
below.
b
e
l
o
w
.
NOTE
N
O
T
E
In
I
n
most
m
o
s
t
cases,
c
a
s
e
s
,
the
t
h
e
MV
M
V
cable
c
a
b
l
e
is
i
s
a
a
single
s
i
n
g
l
e
core;
c
o
r
e
;
however,
h
o
w
e
v
e
r
,
the
t
h
e
cable
c
a
b
l
e
may
m
a
y
contain
c
o
n
t
a
i
n
more
m
o
r
e
than
t
h
a
n
one
o
n
e
core,
c
o
r
e
,
in
i
n
which
w
h
i
c
h
case
c
a
s
e
it
i
t
would
w
o
u
l
d
require
r
e
q
u
i
r
e
each
e
a
c
h
core
c
o
r
e
of
o
f
the
t
h
e
cable
c
a
b
l
e
sample
s
a
m
p
l
e
to
t
o
be
b
e
tested.
t
e
s
t
e
d
.
The
T
h
e
following
f
o
l
l
o
w
i
n
g
tests,
t
e
s
t
s
,
with
w
i
t
h
the
t
h
e
exception
e
x
c
e
p
t
i
o
n
of
o
f
visual
v
i
s
u
a
l
and
a
n
d
dimensional
d
i
m
e
n
s
i
o
n
a
l
(a),
(
a
)
,
Tan
T
a
n
Ö
Ö
measurement
m
e
a
s
u
r
e
m
e
n
t
(f),
(
f
)
,
and
a
n
d
resistivity
r
e
s
i
s
t
i
v
i
t
y
of
o
f
semi-conducting
s
e
m
i
-
c
o
n
d
u
c
t
i
n
g
screens
s
c
r
e
e
n
s
(j),
(
j
)
,
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
same
s
a
m
e
sample
s
a
m
p
l
e
having
h
a
v
i
n
g
a
a
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
of
o
f
10
1
0
m
m
(33
(
3
3
ft):
f
t
)
:
-
visual
v
i
s
u
a
l
and
a
n
d
dimensional;
d
i
m
e
n
s
i
o
n
a
l
;
-
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance;
r
e
s
i
s
t
a
n
c
e
;
-
partial
p
a
r
t
i
a
l
discharge
d
i
s
c
h
a
r
g
e
(with
(
w
i
t
h
sensitivity
s
e
n
s
i
t
i
v
i
t
y
of
o
f
5
5
pC
p
C
or
o
r
better);
b
e
t
t
e
r
)
;
-
bending
b
e
n
d
i
n
g
test
t
e
s
t
followed
f
o
l
l
o
w
e
d
by
b
y
partial
p
a
r
t
i
a
l
discharge;
d
i
s
c
h
a
r
g
e
;
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
tan
t
a
n
5
5
measurement
m
e
a
s
u
r
e
m
e
n
t
for
f
o
r
cables
c
a
b
l
e
s
rated
r
a
t
e
d
6/10
6
/
1
0
(12)
(
1
2
)
kV
k
V
and
a
n
d
above;
a
b
o
v
e
;
-
heating
h
e
a
t
i
n
g
cycle
c
y
c
l
e
test
t
e
s
t
followed
f
o
l
l
o
w
e
d
by
b
y
partial
p
a
r
t
i
a
l
discharge;
d
i
s
c
h
a
r
g
e
;
-
impulse
i
m
p
u
l
s
e
test
t
e
s
t
followed
f
o
l
l
o
w
e
d
by
b
y
a
a
voltage
v
o
l
t
a
g
e
test;
t
e
s
t
;
-
voltage
v
o
l
t
a
g
e
test;
t
e
s
t
;
-
resistivity
r
e
s
i
s
t
i
v
i
t
y
of
o
f
semiconducting
s
e
m
i
c
o
n
d
u
c
t
i
n
g
screens;
s
c
r
e
e
n
s
;
-
tests
t
e
s
t
s
performed
p
e
r
f
o
r
m
e
d
on
o
n
separate
s
e
p
a
r
a
t
e
cable
c
a
b
l
e
samples
s
a
m
p
l
e
s
include:
i
n
c
l
u
d
e
:
-
tensile
t
e
n
s
i
l
e
strength
s
t
r
e
n
g
t
h
characterization
c
h
a
r
a
c
t
e
r
i
z
a
t
i
o
n
test
t
e
s
t
of
o
f
unspliced
u
n
s
p
l
i
c
e
d
and
a
n
d
spliced
s
p
l
i
c
e
d
(if
(
i
f
splicing
s
p
l
i
c
i
n
g
is
i
s
required)
r
e
q
u
i
r
e
d
)
conductor;
c
o
n
d
u
c
t
o
r
;
-
testing
t
e
s
t
i
n
g
of
o
f
water-blocking
w
a
t
e
r
-
b
l
o
c
k
i
n
g
method
m
e
t
h
o
d
for
f
o
r
specified
s
p
e
c
i
fi
e
d
water
w
a
t
e
r
depth
d
e
p
t
h
(where
(
w
h
e
r
e
this
t
h
i
s
feature
f
e
a
t
u
r
e
is
i
s
included);
i
n
c
l
u
d
e
d
)
;
-
accelerated
a
c
c
e
l
e
r
a
t
e
d
water-treeing
w
a
t
e
r
-
t
r
e
e
i
n
g
test
t
e
s
t
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ICEA
I
C
E
A
S-97-682;
S
-
9
7
-
6
8
2
;
-
hyperbaric
h
y
p
e
r
b
a
r
i
c
electrical
e
l
e
c
t
r
i
c
a
l
testing
t
e
s
t
i
n
g
at
a
t
specified
s
p
e
c
i
fi
e
d
water
w
a
t
e
r
depth
d
e
p
t
h
(similar
(
s
i
m
i
l
a
r
to
t
o
LV
L
V
cables).
c
a
b
l
e
s
)
.
NOTE
N
O
T
E
Other
O
t
h
e
r
tests
t
e
s
t
s
may
m
a
y
be
b
e
performed
p
e
r
f
o
r
m
e
d
based
b
a
s
e
d
on
o
n
a
a
specific
s
p
e
c
i
fi
c
cable
c
a
b
l
e
design
d
e
s
i
g
n
or
o
r
particular
p
a
r
t
i
c
u
l
a
r
purchaser
p
u
r
c
h
a
s
e
r
requirements.
r
e
q
u
i
r
e
m
e
n
t
s
.
7.2.10.2
7
.
2
.
1
0
.
2
Visual
V
i
s
u
a
l
and
a
n
d
Dimensional
D
i
m
e
n
s
i
o
n
a
l
Electrical
E
l
e
c
t
r
i
c
a
l
cores
c
o
r
e
s
shall
s
h
a
l
l
be
b
e
100
1
0
0
%
%
visually
v
i
s
u
a
l
l
y
examined
e
x
a
m
i
n
e
d
on
o
n
samples
s
a
m
p
l
e
s
of
o
f
cores,
c
o
r
e
s
,
and
a
n
d
shall
s
h
a
l
l
be
b
e
free
f
r
e
e
from
f
r
o
m
damage,
d
a
m
a
g
e
,
conductor
c
o
n
d
u
c
t
o
r
kinks,
k
i
n
k
s
,
or
o
r
faults.
f
a
u
l
t
s
.
This
T
h
i
s
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
examination
e
x
a
m
i
n
a
t
i
o
n
of
o
f
materials
m
a
t
e
r
i
a
l
s
for
f
o
r
possible
p
o
s
s
i
b
l
e
contamination,
c
o
n
t
a
m
i
n
a
t
i
o
n
,
verification
v
e
r
i
fi
c
a
t
i
o
n
of
o
f
dimensions,
d
i
m
e
n
s
i
o
n
s
,
and
a
n
d
construction.
c
o
n
s
t
r
u
c
t
i
o
n
.
Conductors
C
o
n
d
u
c
t
o
r
s
shall
s
h
a
l
l
be
b
e
examined
e
x
a
m
i
n
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
60228.
6
0
2
2
8
.
7.2.10.3
7
.
2
.
1
0
.
3
DC
D
C
Conductor
C
o
n
d
u
c
t
o
r
Resistance
R
e
s
i
s
t
a
n
c
e
A
A
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance
r
e
s
i
s
t
a
n
c
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
a
a
sample
s
a
m
p
l
e
of
o
f
each
e
a
c
h
insulated
i
n
s
u
l
a
t
e
d
conductor,
c
o
n
d
u
c
t
o
r
,
being
b
e
i
n
g
at
a
t
least
l
e
a
s
t
10
1
0
m
m
(32.8
(
3
2
.
8
ft)
f
t
)
long.
l
o
n
g
.
The
T
h
e
measured
m
e
a
s
u
r
e
d
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance
r
e
s
i
s
t
a
n
c
e
of
o
f
each
e
a
c
h
conductor,
c
o
n
d
u
c
t
o
r
,
corrected
c
o
r
r
e
c
t
e
d
to
t
o
20
2
0
°C
°
C
(68
(
6
8
°F),
°
F
)
,
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
the
t
h
e
value
v
a
l
u
e
specified
s
p
e
c
i
fi
e
d
in
i
n
IEC
I
E
C
60228
6
0
2
2
8
by
b
y
more
m
o
r
e
than
t
h
a
n
2
2
%
%
when
w
h
e
n
corrected
c
o
r
r
e
c
t
e
d
for
f
o
r
lay-loss,
l
a
y
-
l
o
s
s
,
i.e.
i
.
e
.
assembly
a
s
s
e
m
b
l
y
angle
a
n
g
l
e
or
o
r
twist,
t
w
i
s
t
,
where
w
h
e
r
e
applicable.
a
p
p
l
i
c
a
b
l
e
.
7.2.10.4
7
.
2
.
1
0
.
4
Partial
P
a
r
t
i
a
l
Discharge
D
i
s
c
h
a
r
g
e
A
A
partial
p
a
r
t
i
a
l
discharge
d
i
s
c
h
a
r
g
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
a
a
sample
s
a
m
p
l
e
of
o
f
each
e
a
c
h
insulated
i
n
s
u
l
a
t
e
d
conductor
c
o
n
d
u
c
t
o
r
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
60502-2.
6
0
5
0
2
-
2
.
The
T
h
e
discharge
d
i
s
c
h
a
r
g
e
magnitude
m
a
g
n
i
t
u
d
e
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
5
5
pC.
p
C
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.2.10.5
7
.
2
.
1
0
.
5
Bending
B
e
n
d
i
n
g
Test
T
e
s
t
This
T
h
i
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
sample
s
a
m
p
l
e
that
t
h
a
t
was
w
a
s
previously
p
r
e
v
i
o
u
s
l
y
used
u
s
e
d
for
f
o
r
partial
p
a
r
t
i
a
l
discharge
d
i
s
c
h
a
r
g
e
testing.
t
e
s
t
i
n
g
.
The
T
h
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
bent
b
e
n
t
around
a
r
o
u
n
d
a
a
former
f
o
r
m
e
r
following
f
o
l
l
o
w
i
n
g
the
t
h
e
conditions
c
o
n
d
i
t
i
o
n
s
specified
s
p
e
c
i
fi
e
d
in
i
n
IEC60502-2,
I
E
C
6
0
5
0
2
-
2
,
for
f
o
r
the
t
h
e
particular
p
a
r
t
i
c
u
l
a
r
type
t
y
p
e
of
o
f
cable.
c
a
b
l
e
.
Following
F
o
l
l
o
w
i
n
g
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
the
t
h
e
bending
b
e
n
d
i
n
g
test,
t
e
s
t
,
a
a
partial
p
a
r
t
i
a
l
discharge
d
i
s
c
h
a
r
g
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
repeated,
r
e
p
e
a
t
e
d
,
as
a
s
in
i
n
7.2.10.4.
7
.
2
.
1
0
.
4
.
7.2.10.6
7
.
2
.
1
0
.
6
Tan
T
a
n
õ
õ
Measurement
M
e
a
s
u
r
e
m
e
n
t
This
T
h
i
s
test
t
e
s
t
shall
s
h
a
l
l
only
o
n
l
y
apply
a
p
p
l
y
to
t
o
cables
c
a
b
l
e
s
rated
r
a
t
e
d
6/10
6
/
1
0
(12)
(
1
2
)
kV
k
V
and
a
n
d
above.
a
b
o
v
e
.
The
T
h
e
test
t
e
s
t
method
m
e
t
h
o
d
shall
s
h
a
l
l
be
b
e
as
a
s
described
d
e
s
c
r
i
b
e
d
in
i
n
IEC
I
E
C
60502-2.
6
0
5
0
2
-
2
.
7.2.10.7
7
.
2
.
1
0
.
7
Heating
H
e
a
t
i
n
g
Cycle
C
y
c
l
e
Test
T
e
s
t
This
T
h
i
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
sample
s
a
m
p
l
e
that
t
h
a
t
was
w
a
s
previously
p
r
e
v
i
o
u
s
l
y
used
u
s
e
d
for
f
o
r
the
t
h
e
bending
b
e
n
d
i
n
g
test.
t
e
s
t
.
The
T
h
e
test
t
e
s
t
method
m
e
t
h
o
d
shall
s
h
a
l
l
be
b
e
as
a
s
described
d
e
s
c
r
i
b
e
d
in
i
n
IEC
I
E
C
60502-2
6
0
5
0
2
-
2
7.2.10.8
7
.
2
.
1
0
.
8
Impulse
I
m
p
u
l
s
e
Test
T
e
s
t
This
T
h
i
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
same
s
a
m
e
sample
s
a
m
p
l
e
previously
p
r
e
v
i
o
u
s
l
y
used
u
s
e
d
for
f
o
r
the
t
h
e
heating
h
e
a
t
i
n
g
cycle
c
y
c
l
e
test
t
e
s
t
The
T
h
e
test
t
e
s
t
method
m
e
t
h
o
d
shall
s
h
a
l
l
be
b
e
as
a
s
described
d
e
s
c
r
i
b
e
d
in
i
n
IEC60502-2
I
E
C
6
0
5
0
2
-
2
7.2.10.9
7
.
2
.
1
0
.
9
Voltage
V
o
l
t
a
g
e
Test
T
e
s
t
This
T
h
i
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
sample
s
a
m
p
l
e
that
t
h
a
t
was
w
a
s
previously
p
r
e
v
i
o
u
s
l
y
used
u
s
e
d
for
f
o
r
the
t
h
e
impulse
i
m
p
u
l
s
e
test.
t
e
s
t
.
The
T
h
e
test
t
e
s
t
method
m
e
t
h
o
d
shall
s
h
a
l
l
be
b
e
as
a
s
described
d
e
s
c
r
i
b
e
d
in
i
n
IEC60502-2.
I
E
C
6
0
5
0
2
-
2
.
7.2.10.10
7
.
2
.
1
0
.
1
0
Resistivity
R
e
s
i
s
t
i
v
i
t
y
of
o
f
Semiconducting
S
e
m
i
c
o
n
d
u
c
t
i
n
g
Screens
S
c
r
e
e
n
s
A
A
sample
s
a
m
p
l
e
of
o
f
semiconducting
s
e
m
i
c
o
n
d
u
c
t
i
n
g
screen
s
c
r
e
e
n
shall
s
h
a
l
l
be
b
e
prepared
p
r
e
p
a
r
e
d
from
f
r
o
m
a
a
150
1
5
0
mm
m
m
(6
(
6
in)
i
n
)
sample
s
a
m
p
l
e
of
o
f
cable.
c
a
b
l
e
.
The
T
h
e
resistivity
r
e
s
i
s
t
i
v
i
t
y
of
o
f
the
t
h
e
nonmetallic
n
o
n
m
e
t
a
l
l
i
c
screening
s
c
r
e
e
n
i
n
g
layers
l
a
y
e
r
s
(semiconducting)
(
s
e
m
i
c
o
n
d
u
c
t
i
n
g
)
in
i
n
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
insulated
i
n
s
u
l
a
t
e
d
core
c
o
r
e
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
the
t
h
e
following
f
o
l
l
o
w
i
n
g
values:
v
a
l
u
e
s
:
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
conductor
c
o
n
d
u
c
t
o
r
screen:
s
c
r
e
e
n
:
1000
1
0
0
0
£2
£
2
m
m
-
insulation
i
n
s
u
l
a
t
i
o
n
screen:
s
c
r
e
e
n
:
500
5
0
0
£2
£
2
m
m
7.2.10.11
7
.
2
.
1
0
.
1
1
Tensile
T
e
n
s
i
l
e
Strength
S
t
r
e
n
g
t
h
Characterization
C
h
a
r
a
c
t
e
r
i
z
a
t
i
o
n
Test
T
e
s
t
of
o
f
Conductor
C
o
n
d
u
c
t
o
r
This
T
h
i
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
a
a
sample
s
a
m
p
l
e
of
o
f
the
t
h
e
electrical
e
l
e
c
t
r
i
c
a
l
conductor.
c
o
n
d
u
c
t
o
r
.
If
I
f
the
t
h
e
electrical
e
l
e
c
t
r
i
c
a
l
cable
c
a
b
l
e
is
i
s
to
t
o
be
b
e
spliced,
s
p
l
i
c
e
d
,
a
a
spliced
s
p
l
i
c
e
d
sample
s
a
m
p
l
e
shall
s
h
a
l
l
also
a
l
s
o
undergo
u
n
d
e
r
g
o
testing.
t
e
s
t
i
n
g
.
7.2.10.12
7
.
2
.
1
0
.
1
2
Testing
T
e
s
t
i
n
g
of
o
f
Water-blocking
W
a
t
e
r
-
b
l
o
c
k
i
n
g
Method
M
e
t
h
o
d
Testing
T
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
one
o
n
e
sample
s
a
m
p
l
e
each
e
a
c
h
of
o
f
unspliced
u
n
s
p
l
i
c
e
d
and
a
n
d
spliced
s
p
l
i
c
e
d
cable
c
a
b
l
e
to
t
o
qualify
q
u
a
l
i
f
y
the
t
h
e
water-blocking
w
a
t
e
r
-
b
l
o
c
k
i
n
g
properties
p
r
o
p
e
r
t
i
e
s
of
o
f
the
t
h
e
cable,
c
a
b
l
e
,
with
w
i
t
h
test
t
e
s
t
conditions
c
o
n
d
i
t
i
o
n
s
to
t
o
be
b
e
agreed
a
g
r
e
e
d
with
w
i
t
h
the
t
h
e
purchaser.
p
u
r
c
h
a
s
e
r
.
7.2.10.13
7
.
2
.
1
0
.
1
3
Accelerated
A
c
c
e
l
e
r
a
t
e
d
Water-treeing
W
a
t
e
r
-
t
r
e
e
i
n
g
Test
T
e
s
t
Samples
S
a
m
p
l
e
s
of
o
f
the
t
h
e
insulated
i
n
s
u
l
a
t
e
d
conductor
c
o
n
d
u
c
t
o
r
shall
s
h
a
l
l
undergo
u
n
d
e
r
g
o
an
a
n
accelerated
a
c
c
e
l
e
r
a
t
e
d
water-treeing
w
a
t
e
r
-
t
r
e
e
i
n
g
test
t
e
s
t
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ICEA
I
C
E
A
S-
S
-
97-682.
9
7
-
6
8
2
.
NOTE
N
O
T
E
This
T
h
i
s
is
i
s
considered
c
o
n
s
i
d
e
r
e
d
a
a
type
t
y
p
e
test,
t
e
s
t
,
and
a
n
d
only
o
n
l
y
needs
n
e
e
d
s
to
t
o
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
qualify
q
u
a
l
i
f
y
the
t
h
e
extrusion
e
x
t
r
u
s
i
o
n
equipment
e
q
u
i
p
m
e
n
t
and
a
n
d
material
m
a
t
e
r
i
a
l
used
u
s
e
d
for
f
o
r
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
for
f
o
r
all
a
l
l
cables
c
a
b
l
e
s
using
u
s
i
n
g
that
t
h
a
t
equipment
e
q
u
i
p
m
e
n
t
and
a
n
d
material.
m
a
t
e
r
i
a
l
.
7.2.10.14
7
.
2
.
1
0
.
1
4
Hyperbaric
H
y
p
e
r
b
a
r
i
c
Electrical
E
l
e
c
t
r
i
c
a
l
Testing
T
e
s
t
i
n
g
at
a
t
Specified
S
p
e
c
i
fi
e
d
Water
W
a
t
e
r
Depth
D
e
p
t
h
Hyperbaric
H
y
p
e
r
b
a
r
i
c
testing
t
e
s
t
i
n
g
on
o
n
unspliced
u
n
s
p
l
i
c
e
d
and
a
n
d
spliced
s
p
l
i
c
e
d
cable
c
a
b
l
e
samples
s
a
m
p
l
e
s
(number
(
n
u
m
b
e
r
of
o
f
samples
s
a
m
p
l
e
s
and
a
n
d
length
l
e
n
g
t
h
of
o
f
sample
s
a
m
p
l
e
to
t
o
be
b
e
agreed
a
g
r
e
e
d
with
w
i
t
h
purchaser)
p
u
r
c
h
a
s
e
r
)
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
at
a
t
the
t
h
e
design
d
e
s
i
g
n
water
w
a
t
e
r
depth,
d
e
p
t
h
,
with
w
i
t
h
measurements
m
e
a
s
u
r
e
m
e
n
t
s
of
o
f
OD
O
D
before
b
e
f
o
r
e
and
a
n
d
after
a
f
t
e
r
hyperbaric
h
y
p
e
r
b
a
r
i
c
testing
t
e
s
t
i
n
g
and
a
n
d
electrical
e
l
e
c
t
r
i
c
a
l
continuity
c
o
n
t
i
n
u
i
t
y
testing
t
e
s
t
i
n
g
before,
b
e
f
o
r
e
,
during,
d
u
r
i
n
g
,
and
a
n
d
after
a
f
t
e
r
testing.
t
e
s
t
i
n
g
.
Cable
C
a
b
l
e
samples
s
a
m
p
l
e
s
shall
s
h
a
l
l
be
b
e
partially
p
a
r
t
i
a
l
l
y
discharge
d
i
s
c
h
a
r
g
e
tested
t
e
s
t
e
d
after
a
f
t
e
r
testing.
t
e
s
t
i
n
g
.
Cable
C
a
b
l
e
samples
s
a
m
p
l
e
s
shall
s
h
a
l
l
be
b
e
dissected
d
i
s
s
e
c
t
e
d
after
a
f
t
e
r
testing
t
e
s
t
i
n
g
to
t
o
determine
d
e
t
e
r
m
i
n
e
if
i
f
conductor
c
o
n
d
u
c
t
o
r
and
a
n
d
conductor
c
o
n
d
u
c
t
o
r
insulation
i
n
s
u
l
a
t
i
o
n
are
a
r
e
still
s
t
i
l
l
within
w
i
t
h
i
n
original
o
r
i
g
i
n
a
l
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
tolerances.
t
o
l
e
r
a
n
c
e
s
.
7.2.11
7
.
2
.
1
1
LV
L
V
Cable
C
a
b
l
e
Acceptance
A
c
c
e
p
t
a
n
c
e
Testing
T
e
s
t
i
n
g
7.2.11.1
7
.
2
.
1
1
.
1
General
G
e
n
e
r
a
l
Acceptance
A
c
c
e
p
t
a
n
c
e
tests
t
e
s
t
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
100%
1
0
0
%
of
o
f
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
cable,
c
a
b
l
e
,
cores,
c
o
r
e
s
,
and
a
n
d
conductors
c
o
n
d
u
c
t
o
r
s
prior
p
r
i
o
r
to
t
o
their
t
h
e
i
r
inclusion
i
n
c
l
u
s
i
o
n
within
w
i
t
h
i
n
an
a
n
umbilical.
u
m
b
i
l
i
c
a
l
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.2.11.2
7
.
2
.
1
1
.
2
Visual
V
i
s
u
a
l
and
a
n
d
Dimensional
D
i
m
e
n
s
i
o
n
a
l
Electrical
E
l
e
c
t
r
i
c
a
l
cores
c
o
r
e
s
shall
s
h
a
l
l
be
b
e
visually
v
i
s
u
a
l
l
y
examined
e
x
a
m
i
n
e
d
on
o
n
samples
s
a
m
p
l
e
s
of
o
f
cores
c
o
r
e
s
and
a
n
d
shall
s
h
a
l
l
be
b
e
free
f
r
e
e
from
f
r
o
m
damage,
d
a
m
a
g
e
,
conductor
c
o
n
d
u
c
t
o
r
kinks,
k
i
n
k
s
,
or
o
r
faults.
f
a
u
l
t
s
.
This
T
h
i
s
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
examination
e
x
a
m
i
n
a
t
i
o
n
of
o
f
materials
m
a
t
e
r
i
a
l
s
for
f
o
r
possible
p
o
s
s
i
b
l
e
contamination,
c
o
n
t
a
m
i
n
a
t
i
o
n
,
verification
v
e
r
i
fi
c
a
t
i
o
n
of
o
f
dimensions,
d
i
m
e
n
s
i
o
n
s
,
and
a
n
d
construction.
c
o
n
s
t
r
u
c
t
i
o
n
.
Conductors
C
o
n
d
u
c
t
o
r
s
shall
s
h
a
l
l
be
b
e
examined
e
x
a
m
i
n
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
60228.
6
0
2
2
8
.
7.2.11.3
7
.
2
.
1
1
.
3
Spark
S
p
a
r
k
Testing
T
e
s
t
i
n
g
All
A
l
l
cores
c
o
r
e
s
shall
s
h
a
l
l
be
b
e
spark-tested
s
p
a
r
k
-
t
e
s
t
e
d
during
d
u
r
i
n
g
insulation
i
n
s
u
l
a
t
i
o
n
extrusion.
e
x
t
r
u
s
i
o
n
.
Other
O
t
h
e
r
cable
c
a
b
l
e
sheathing
s
h
e
a
t
h
i
n
g
layers
l
a
y
e
r
s
should
s
h
o
u
l
d
be
b
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
spark
s
p
a
r
k
testing,
t
e
s
t
i
n
g
,
provided
p
r
o
v
i
d
e
d
the
t
h
e
extrusion
e
x
t
r
u
s
i
o
n
is
i
s
applied
a
p
p
l
i
e
d
directly
d
i
r
e
c
t
l
y
over
o
v
e
r
a
a
screen
s
c
r
e
e
n
or
o
r
metallic
m
e
t
a
l
l
i
c
armor
a
r
m
o
r
layer.
l
a
y
e
r
.
There
T
h
e
r
e
shall
s
h
a
l
l
be
b
e
no
n
o
indication
i
n
d
i
c
a
t
i
o
n
of
o
f
faults
f
a
u
l
t
s
during
d
u
r
i
n
g
the
t
h
e
extrusion
e
x
t
r
u
s
i
o
n
process
p
r
o
c
e
s
s
in
i
n
order
o
r
d
e
r
to
t
o
pass
p
a
s
s
this
t
h
i
s
test.
t
e
s
t
.
During
D
u
r
i
n
g
the
t
h
e
process
p
r
o
c
e
s
s
of
o
f
insulation
i
n
s
u
l
a
t
i
o
n
and
a
n
d
sheath
s
h
e
a
t
h
extrusion,
e
x
t
r
u
s
i
o
n
,
the
t
h
e
minimum
m
i
n
i
m
u
m
voltage
v
o
l
t
a
g
e
levels
l
e
v
e
l
s
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
602230
6
0
2
2
3
0
for
f
o
r
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
and
a
n
d
sheath
s
h
e
a
t
h
thicknesses.
t
h
i
c
k
n
e
s
s
e
s
.
7.2.11.4
7
.
2
.
1
1
.
4
DC
D
C
Conductor
C
o
n
d
u
c
t
o
r
Resistance
R
e
s
i
s
t
a
n
c
e
This
T
h
i
s
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
complete
c
o
m
p
l
e
t
e
conductor
c
o
n
d
u
c
t
o
r
lengths
l
e
n
g
t
h
s
at
a
t
the
t
h
e
following
f
o
l
l
o
w
i
n
g
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
stages,
s
t
a
g
e
s
,
at
a
t
a
a
minimum:
m
i
n
i
m
u
m
:
-
after
a
f
t
e
r
insulation
i
n
s
u
l
a
t
i
o
n
extrusion;
e
x
t
r
u
s
i
o
n
;
-
after
a
f
t
e
r
lay-up
l
a
y
-
u
p
of
o
f
the
t
h
e
cores;
c
o
r
e
s
;
-
after
a
f
t
e
r
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
the
t
h
e
electric
e
l
e
c
t
r
i
c
cable.
c
a
b
l
e
.
The
T
h
e
measured
m
e
a
s
u
r
e
d
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance
r
e
s
i
s
t
a
n
c
e
of
o
f
each
e
a
c
h
conductor,
c
o
n
d
u
c
t
o
r
,
corrected
c
o
r
r
e
c
t
e
d
to
t
o
20
2
0
°C
°
C
(68
(
6
8
°F),
°
F
)
,
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
the
t
h
e
value
v
a
l
u
e
in
i
n
IEC
I
E
C
60228
6
0
2
2
8
by
b
y
more
m
o
r
e
than
t
h
a
n
+
+
2
2
%
%
when
w
h
e
n
corrected
c
o
r
r
e
c
t
e
d
for
f
o
r
lay-loss,
l
a
y
-
l
o
s
s
,
i.e.
i
.
e
.
assembly
a
s
s
e
m
b
l
y
angle
a
n
g
l
e
or
o
r
twist.
t
w
i
s
t
.
Where
W
h
e
r
e
applicable,
a
p
p
l
i
c
a
b
l
e
,
any
a
n
y
metallic
m
e
t
a
l
l
i
c
screen
s
c
r
e
e
n
layer
l
a
y
e
r
should
s
h
o
u
l
d
be
b
e
checked
c
h
e
c
k
e
d
and
a
n
d
should
s
h
o
u
l
d
be
b
e
continuous
c
o
n
t
i
n
u
o
u
s
over
o
v
e
r
the
t
h
e
full
f
u
l
l
cable
c
a
b
l
e
length.
l
e
n
g
t
h
.
7.2.11.5
7
.
2
.
1
1
.
5
Insulation
I
n
s
u
l
a
t
i
o
n
Resistance
R
e
s
i
s
t
a
n
c
e
This
T
h
i
s
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
insulated
i
n
s
u
l
a
t
e
d
conductor
c
o
n
d
u
c
t
o
r
lengths
l
e
n
g
t
h
s
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
procedure
p
r
o
c
e
d
u
r
e
and
a
n
d
acceptance
a
c
c
e
p
t
a
n
c
e
value
v
a
l
u
e
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.6.1
7
.
2
.
6
.
1
after
a
f
t
e
r
having
h
a
v
i
n
g
been
b
e
e
n
immersed
i
m
m
e
r
s
e
d
in
i
n
town
t
o
w
n
mains
m
a
i
n
s
or
o
r
potable
p
o
t
a
b
l
e
water
w
a
t
e
r
for
f
o
r
22
2
2
hours.
h
o
u
r
s
.
For
F
o
r
acceptance
a
c
c
e
p
t
a
n
c
e
testing
t
e
s
t
i
n
g
of
o
f
these
t
h
e
s
e
insulated
i
n
s
u
l
a
t
e
d
conductors,
c
o
n
d
u
c
t
o
r
s
,
the
t
h
e
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure
p
r
e
s
s
u
r
e
and
a
n
d
duration
d
u
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
!
!
NOTE
N
O
T
E
This
T
h
i
s
may
m
a
y
be
b
e
diDerent
d
i
D
e
r
e
n
t
from
f
r
o
m
the
t
h
e
value
v
a
l
u
e
used
u
s
e
d
for
f
o
r
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing.
t
e
s
t
i
n
g
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
The
T
h
e
test
t
e
s
t
shall
s
h
a
l
l
also
a
l
s
o
be
b
e
repeated
r
e
p
e
a
t
e
d
without
w
i
t
h
o
u
t
the
t
h
e
requirement
r
e
q
u
i
r
e
m
e
n
t
for
f
o
r
immersion
i
m
m
e
r
s
i
o
n
in
i
n
town-mains
t
o
w
n
-
m
a
i
n
s
water
w
a
t
e
r
under
u
n
d
e
r
pressure
p
r
e
s
s
u
r
e
after
a
f
t
e
r
lay-up
l
a
y
-
u
p
and
a
n
d
on
o
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
the
t
h
e
manufacture
m
a
n
u
f
a
c
t
u
r
e
of
o
f
the
t
h
e
electric
e
l
e
c
t
r
i
c
cable.
c
a
b
l
e
.
7.2.11.6
7
.
2
.
1
1
.
6
High-voltage
H
i
g
h
-
v
o
l
t
a
g
e
DC
D
C
This
T
h
i
s
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
insulated
i
n
s
u
l
a
t
e
d
conductor
c
o
n
d
u
c
t
o
r
lengths
l
e
n
g
t
h
s
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
procedure
p
r
o
c
e
d
u
r
e
and
a
n
d
acceptance
a
c
c
e
p
t
a
n
c
e
value
v
a
l
u
e
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.9.5.
7
.
2
.
9
.
5
.
For
F
o
r
acceptance
a
c
c
e
p
t
a
n
c
e
testing
t
e
s
t
i
n
g
of
o
f
these
t
h
e
s
e
insulated
i
n
s
u
l
a
t
e
d
conductors,
c
o
n
d
u
c
t
o
r
s
,
the
t
h
e
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure
p
r
e
s
s
u
r
e
and
a
n
d
duration
d
u
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
NOTE
N
O
T
E
This
T
h
i
s
may
m
a
y
be
b
e
diDerent
d
i
D
e
r
e
n
t
from
f
r
o
m
the
t
h
e
value
v
a
l
u
e
used
u
s
e
d
for
f
o
r
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing.
t
e
s
t
i
n
g
.
The
T
h
e
test
t
e
s
t
shall
s
h
a
l
l
also
a
l
s
o
be
b
e
repeated
r
e
p
e
a
t
e
d
without
w
i
t
h
o
u
t
the
t
h
e
requirement
r
e
q
u
i
r
e
m
e
n
t
for
f
o
r
immersion
i
m
m
e
r
s
i
o
n
in
i
n
town-mains
t
o
w
n
-
m
a
i
n
s
water
w
a
t
e
r
under
u
n
d
e
r
pressure
p
r
e
s
s
u
r
e
after
a
f
t
e
r
lay-up
l
a
y
-
u
p
and
a
n
d
on
o
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
the
t
h
e
manufacture
m
a
n
u
f
a
c
t
u
r
e
of
o
f
the
t
h
e
electric
e
l
e
c
t
r
i
c
cable.
c
a
b
l
e
.
7.2.11.7
7
.
2
.
1
1
.
7
Inductance
I
n
d
u
c
t
a
n
c
e
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
cable
c
a
b
l
e
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
the
t
h
e
inductance
i
n
d
u
c
t
a
n
c
e
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
procedure
p
r
o
c
e
d
u
r
e
and
a
n
d
acceptance
a
c
c
e
p
t
a
n
c
e
values
v
a
l
u
e
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.9.9
7
.
2
.
9
.
9
as
a
s
follows:
f
o
l
l
o
w
s
:
-
on
o
n
a
a
sample
s
a
m
p
l
e
of
o
f
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
10
1
0
m
m
(32.8
(
3
2
.
8
ft)
f
t
)
removed
r
e
m
o
v
e
d
from
f
r
o
m
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
length;
l
e
n
g
t
h
;
or
o
r
-
on
o
n
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
length,
l
e
n
g
t
h
,
provided
p
r
o
v
i
d
e
d
the
t
h
e
overall
o
v
e
r
a
l
l
length
l
e
n
g
t
h
does
d
o
e
s
not
n
o
t
introduce
i
n
t
r
o
d
u
c
e
spurious
s
p
u
r
i
o
u
s
results.
r
e
s
u
l
t
s
.
7.2.11.8
7
.
2
.
1
1
.
8
Capacitance
C
a
p
a
c
i
t
a
n
c
e
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
cable
c
a
b
l
e
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
the
t
h
e
capacitance
c
a
p
a
c
i
t
a
n
c
e
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
procedure
p
r
o
c
e
d
u
r
e
and
a
n
d
acceptance
a
c
c
e
p
t
a
n
c
e
values
v
a
l
u
e
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.9.10
7
.
2
.
9
.
1
0
as
a
s
follows:
f
o
l
l
o
w
s
:
-
on
o
n
a
a
sample
s
a
m
p
l
e
of
o
f
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
10
1
0
m
m
(32.8
(
3
2
.
8
ft)
f
t
)
removed
r
e
m
o
v
e
d
from
f
r
o
m
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
length;
l
e
n
g
t
h
;
or
o
r
-
on
o
n
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
length,
l
e
n
g
t
h
,
provided
p
r
o
v
i
d
e
d
the
t
h
e
overall
o
v
e
r
a
l
l
length
l
e
n
g
t
h
does
d
o
e
s
not
n
o
t
introduce
i
n
t
r
o
d
u
c
e
spurious
s
p
u
r
i
o
u
s
results.
r
e
s
u
l
t
s
.
7.2.11.9
7
.
2
.
1
1
.
9
Attenuation
A
t
t
e
n
u
a
t
i
o
n
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
cable
c
a
b
l
e
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
the
t
h
e
attenuation
a
t
t
e
n
u
a
t
i
o
n
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
or
o
r
derived
d
e
r
i
v
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
procedure
p
r
o
c
e
d
u
r
e
and
a
n
d
acceptance
a
c
c
e
p
t
a
n
c
e
values
v
a
l
u
e
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.9.11
7
.
2
.
9
.
1
1
as
a
s
follows:
f
o
l
l
o
w
s
:
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
on
o
n
a
a
sample
s
a
m
p
l
e
of
o
f
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
10
1
0
m
m
(32.8
(
3
2
.
8
ft)
f
t
)
removed
r
e
m
o
v
e
d
from
f
r
o
m
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
length;
l
e
n
g
t
h
;
or
o
r
-
on
o
n
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
length,
l
e
n
g
t
h
,
provided
p
r
o
v
i
d
e
d
the
t
h
e
overall
o
v
e
r
a
l
l
length
l
e
n
g
t
h
does
d
o
e
s
not
n
o
t
introduce
i
n
t
r
o
d
u
c
e
spurious
s
p
u
r
i
o
u
s
results.
r
e
s
u
l
t
s
.
7.2.11.10
7
.
2
.
1
1
.
1
0
Characteristic
C
h
a
r
a
c
t
e
r
i
s
t
i
c
Impedance
I
m
p
e
d
a
n
c
e
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
cable
c
a
b
l
e
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
the
t
h
e
characteristic
c
h
a
r
a
c
t
e
r
i
s
t
i
c
impedance
i
m
p
e
d
a
n
c
e
shall
s
h
a
l
l
be
b
e
established
e
s
t
a
b
l
i
s
h
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
procedure
p
r
o
c
e
d
u
r
e
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.9.12
7
.
2
.
9
.
1
2
as
a
s
follows:
f
o
l
l
o
w
s
:
-
on
o
n
a
a
sample
s
a
m
p
l
e
of
o
f
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
10
1
0
m
m
(32.8
(
3
2
.
8
ft)
f
t
)
removed
r
e
m
o
v
e
d
from
f
r
o
m
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
length;
l
e
n
g
t
h
;
or
o
r
-
on
o
n
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
length,
l
e
n
g
t
h
,
provided
p
r
o
v
i
d
e
d
the
t
h
e
overall
o
v
e
r
a
l
l
length
l
e
n
g
t
h
does
d
o
e
s
not
n
o
t
introduce
i
n
t
r
o
d
u
c
e
spurious
s
p
u
r
i
o
u
s
results.
r
e
s
u
l
t
s
.
7.2.11.11
7
.
2
.
1
1
.
1
1
Cross-talk
C
r
o
s
s
-
t
a
l
k
For
F
o
r
cables
c
a
b
l
e
s
containing
c
o
n
t
a
i
n
i
n
g
independent
i
n
d
e
p
e
n
d
e
n
t
conductor
c
o
n
d
u
c
t
o
r
pairs
p
a
i
r
s
that
t
h
a
t
require
r
e
q
u
i
r
e
minimized
m
i
n
i
m
i
z
e
d
cross-talk,
c
r
o
s
s
-
t
a
l
k
,
the
t
h
e
cross-talk
c
r
o
s
s
-
t
a
l
k
between
b
e
t
w
e
e
n
conductor
c
o
n
d
u
c
t
o
r
pairs
p
a
i
r
s
at
a
t
the
t
h
e
specified
s
p
e
c
i
fi
e
d
testing
t
e
s
t
i
n
g
conditions
c
o
n
d
i
t
i
o
n
s
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
on
o
n
the
t
h
e
complete
c
o
m
p
l
e
t
e
cable
c
a
b
l
e
length
l
e
n
g
t
h
for
f
o
r
the
t
h
e
appropriate
a
p
p
r
o
p
r
i
a
t
e
mode.
m
o
d
e
.
The
T
h
e
measured
m
e
a
s
u
r
e
d
values
v
a
l
u
e
s
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
the
t
h
e
values
v
a
l
u
e
s
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.2.11.12
7
.
2
.
1
1
.
1
2
Time-domain
T
i
m
e
-
d
o
m
a
i
n
Reflectometry
R
e
fl
e
c
t
o
m
e
t
r
y
A
A
time-domain
t
i
m
e
-
d
o
m
a
i
n
reflectometry
r
e
fl
e
c
t
o
m
e
t
r
y
(TDR)
(
T
D
R
)
trace
t
r
a
c
e
shall
s
h
a
l
l
be
b
e
obtained
o
b
t
a
i
n
e
d
for
f
o
r
each
e
a
c
h
conductor
c
o
n
d
u
c
t
o
r
from
f
r
o
m
both
b
o
t
h
ends.
e
n
d
s
.
The
T
h
e
width
w
i
d
t
h
of
o
f
the
t
h
e
pulse
p
u
l
s
e
shall
s
h
a
l
l
be
b
e
suDicient
s
u
D
i
c
i
e
n
t
to
t
o
allow
a
l
l
o
w
a
a
scan
s
c
a
n
of
o
f
the
t
h
e
complete
c
o
m
p
l
e
t
e
conductor
c
o
n
d
u
c
t
o
r
length.
l
e
n
g
t
h
.
The
T
h
e
graphs
g
r
a
p
h
s
produced
p
r
o
d
u
c
e
d
shall
s
h
a
l
l
detail
d
e
t
a
i
l
all
a
l
l
the
t
h
e
major
m
a
j
o
r
points,
p
o
i
n
t
s
,
such
s
u
c
h
as
a
s
start
s
t
a
r
t
and
a
n
d
finish
fi
n
i
s
h
of
o
f
the
t
h
e
conductor,
c
o
n
d
u
c
t
o
r
,
splices
s
p
l
i
c
e
s
(if
(
i
f
present),
p
r
e
s
e
n
t
)
,
etc.
e
t
c
.
The
T
h
e
results
r
e
s
u
l
t
s
of
o
f
this
t
h
i
s
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
to
t
o
characterize
c
h
a
r
a
c
t
e
r
i
z
e
a
a
conductor
c
o
n
d
u
c
t
o
r
within
w
i
t
h
i
n
an
a
n
electric
e
l
e
c
t
r
i
c
cable
c
a
b
l
e
or
o
r
electric
e
l
e
c
t
r
i
c
cable
c
a
b
l
e
element,
e
l
e
m
e
n
t
,
and
a
n
d
do
d
o
not
n
o
t
constitute
c
o
n
s
t
i
t
u
t
e
acceptance/rejection
a
c
c
e
p
t
a
n
c
e
/
r
e
j
e
c
t
i
o
n
criteria.
c
r
i
t
e
r
i
a
.
7.2.11.13
7
.
2
.
1
1
.
1
3
Delivery
D
e
l
i
v
e
r
y
Testing
T
e
s
t
i
n
g
Should
S
h
o
u
l
d
completed
c
o
m
p
l
e
t
e
d
cables
c
a
b
l
e
s
be
b
e
transported
t
r
a
n
s
p
o
r
t
e
d
from
f
r
o
m
the
t
h
e
cable
c
a
b
l
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
facility
f
a
c
i
l
i
t
y
to
t
o
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
facility,
f
a
c
i
l
i
t
y
,
the
t
h
e
following
f
o
l
l
o
w
i
n
g
tests
t
e
s
t
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
all
a
l
l
electrical
e
l
e
c
t
r
i
c
a
l
cores
c
o
r
e
s
following
f
o
l
l
o
w
i
n
g
delivery
d
e
l
i
v
e
r
y
and
a
n
d
prior
p
r
i
o
r
to
t
o
lay-up:
l
a
y
-
u
p
:
-
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance
r
e
s
i
s
t
a
n
c
e
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.9.3;
7
.
2
.
9
.
3
;
-
insulation
i
n
s
u
l
a
t
i
o
n
resistance
r
e
s
i
s
t
a
n
c
e
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.9.4.
7
.
2
.
9
.
4
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.2.12
7
.
2
.
1
2
MV
M
V
Cable
C
a
b
l
e
Acceptance
A
c
c
e
p
t
a
n
c
e
Testing
T
e
s
t
i
n
g
7.2.12.1
7
.
2
.
1
2
.
1
General
G
e
n
e
r
a
l
Acceptance
A
c
c
e
p
t
a
n
c
e
tests
t
e
s
t
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
100%
1
0
0
%
of
o
f
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
cable,
c
a
b
l
e
,
cores,
c
o
r
e
s
,
and
a
n
d
conductors
c
o
n
d
u
c
t
o
r
s
prior
p
r
i
o
r
to
t
o
their
t
h
e
i
r
inclusion
i
n
c
l
u
s
i
o
n
within
w
i
t
h
i
n
an
a
n
umbilical.
u
m
b
i
l
i
c
a
l
.
7.2.12.2
7
.
2
.
1
2
.
2
Visual
V
i
s
u
a
l
and
a
n
d
Dimensional
D
i
m
e
n
s
i
o
n
a
l
Electrical
E
l
e
c
t
r
i
c
a
l
cores
c
o
r
e
s
shall
s
h
a
l
l
be
b
e
visually
v
i
s
u
a
l
l
y
examined
e
x
a
m
i
n
e
d
on
o
n
samples
s
a
m
p
l
e
s
of
o
f
cores
c
o
r
e
s
and
a
n
d
shall
s
h
a
l
l
be
b
e
free
f
r
e
e
from
f
r
o
m
damage,
d
a
m
a
g
e
,
conductor
c
o
n
d
u
c
t
o
r
kinks,
k
i
n
k
s
,
or
o
r
faults.
f
a
u
l
t
s
.
This
T
h
i
s
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
examination
e
x
a
m
i
n
a
t
i
o
n
of
o
f
materials
m
a
t
e
r
i
a
l
s
for
f
o
r
possible
p
o
s
s
i
b
l
e
contamination,
c
o
n
t
a
m
i
n
a
t
i
o
n
,
verification
v
e
r
i
fi
c
a
t
i
o
n
of
o
f
dimensions,
d
i
m
e
n
s
i
o
n
s
,
and
a
n
d
construction.
c
o
n
s
t
r
u
c
t
i
o
n
.
Conductors
C
o
n
d
u
c
t
o
r
s
shall
s
h
a
l
l
be
b
e
examined
e
x
a
m
i
n
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
60228.
6
0
2
2
8
.
7.2.12.3
7
.
2
.
1
2
.
3
Spark
S
p
a
r
k
Testing
T
e
s
t
i
n
g
Only
O
n
l
y
cores
c
o
r
e
s
without
w
i
t
h
o
u
t
a
a
semiconducting
s
e
m
i
c
o
n
d
u
c
t
i
n
g
insulation
i
n
s
u
l
a
t
i
o
n
screen
s
c
r
e
e
n
shall
s
h
a
l
l
be
b
e
spark-tested
s
p
a
r
k
-
t
e
s
t
e
d
during
d
u
r
i
n
g
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
extrusion.
e
x
t
r
u
s
i
o
n
.
Other
O
t
h
e
r
cable
c
a
b
l
e
sheathing
s
h
e
a
t
h
i
n
g
layers
l
a
y
e
r
s
should
s
h
o
u
l
d
be
b
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
spark
s
p
a
r
k
testing,
t
e
s
t
i
n
g
,
provided
p
r
o
v
i
d
e
d
the
t
h
e
extrusion
e
x
t
r
u
s
i
o
n
is
i
s
applied
a
p
p
l
i
e
d
directly
d
i
r
e
c
t
l
y
over
o
v
e
r
a
a
screen
s
c
r
e
e
n
or
o
r
metallic
m
e
t
a
l
l
i
c
armor
a
r
m
o
r
layer.
l
a
y
e
r
.
There
T
h
e
r
e
shall
s
h
a
l
l
be
b
e
no
n
o
indication
i
n
d
i
c
a
t
i
o
n
of
o
f
faults
f
a
u
l
t
s
during
d
u
r
i
n
g
the
t
h
e
extrusion
e
x
t
r
u
s
i
o
n
process
p
r
o
c
e
s
s
in
i
n
order
o
r
d
e
r
to
t
o
pass
p
a
s
s
this
t
h
i
s
test.
t
e
s
t
.
During
D
u
r
i
n
g
the
t
h
e
process
p
r
o
c
e
s
s
of
o
f
insulation
i
n
s
u
l
a
t
i
o
n
and
a
n
d
sheath
s
h
e
a
t
h
extrusion,
e
x
t
r
u
s
i
o
n
,
the
t
h
e
minimum
m
i
n
i
m
u
m
voltage
v
o
l
t
a
g
e
levels
l
e
v
e
l
s
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
62230
6
2
2
3
0
for
f
o
r
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
and
a
n
d
sheath
s
h
e
a
t
h
thicknesses.
t
h
i
c
k
n
e
s
s
e
s
.
7.2.12.4
7
.
2
.
1
2
.
4
DC
D
C
Conductor
C
o
n
d
u
c
t
o
r
Resistance
R
e
s
i
s
t
a
n
c
e
This
T
h
i
s
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
the
t
h
e
complete
c
o
m
p
l
e
t
e
conductor
c
o
n
d
u
c
t
o
r
lengths
l
e
n
g
t
h
s
at
a
t
the
t
h
e
following
f
o
l
l
o
w
i
n
g
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
stages,
s
t
a
g
e
s
,
at
a
t
a
a
minimum:
m
i
n
i
m
u
m
:
-
after
a
f
t
e
r
insulation
i
n
s
u
l
a
t
i
o
n
extrusion;
e
x
t
r
u
s
i
o
n
;
-
after
a
f
t
e
r
lay-up
l
a
y
-
u
p
of
o
f
the
t
h
e
cores;
c
o
r
e
s
;
-
after
a
f
t
e
r
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
the
t
h
e
electric
e
l
e
c
t
r
i
c
cable.
c
a
b
l
e
.
The
T
h
e
measured
m
e
a
s
u
r
e
d
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance
r
e
s
i
s
t
a
n
c
e
of
o
f
each
e
a
c
h
conductor,
c
o
n
d
u
c
t
o
r
,
corrected
c
o
r
r
e
c
t
e
d
to
t
o
20
2
0
°C
°
C
(68
(
6
8
°F),
°
F
)
,
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
the
t
h
e
value
v
a
l
u
e
in
i
n
IEC
I
E
C
60228
6
0
2
2
8
by
b
y
more
m
o
r
e
than
t
h
a
n
+
+
2
2
%
%
when
w
h
e
n
corrected
c
o
r
r
e
c
t
e
d
for
f
o
r
lay-loss
l
a
y
-
l
o
s
s
where
w
h
e
r
e
applicable,
a
p
p
l
i
c
a
b
l
e
,
i.e.
i
.
e
.
assembly
a
s
s
e
m
b
l
y
angle
a
n
g
l
e
or
o
r
twist.
t
w
i
s
t
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.2.12.5
7
.
2
.
1
2
.
5
Partial
P
a
r
t
i
a
l
Discharge
D
i
s
c
h
a
r
g
e
Test
T
e
s
t
This
T
h
i
s
shall
s
h
a
l
l
only
o
n
l
y
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
cable
c
a
b
l
e
lengths
l
e
n
g
t
h
s
containing
c
o
n
t
a
i
n
i
n
g
semiconducting
s
e
m
i
c
o
n
d
u
c
t
i
n
g
screening
s
c
r
e
e
n
i
n
g
layers.
l
a
y
e
r
s
.
Partial
P
a
r
t
i
a
l
discharge
d
i
s
c
h
a
r
g
e
testing
t
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
each
e
a
c
h
length
l
e
n
g
t
h
of
o
f
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
cable
c
a
b
l
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
60502-2.
6
0
5
0
2
-
2
.
The
T
h
e
discharge
d
i
s
c
h
a
r
g
e
magnitude
m
a
g
n
i
t
u
d
e
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
10
1
0
pC.
p
C
.
7.2.12.6
7
.
2
.
1
2
.
6
High
H
i
g
h
Voltage
V
o
l
t
a
g
e
This
T
h
i
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
each
e
a
c
h
length
l
e
n
g
t
h
of
o
f
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
cable
c
a
b
l
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
60502-2.
6
0
5
0
2
-
2
.
Testing
T
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
made
m
a
d
e
using
u
s
i
n
g
AC
A
C
voltage
v
o
l
t
a
g
e
at
a
t
power
p
o
w
e
r
frequency,
f
r
e
q
u
e
n
c
y
,
at
a
t
the
t
h
e
routine
r
o
u
t
i
n
e
test
t
e
s
t
voltages
v
o
l
t
a
g
e
s
specified
s
p
e
c
i
fi
e
d
in
i
n
IEC
I
E
C
60202-2.
6
0
2
0
2
-
2
.
No
N
o
breakdown
b
r
e
a
k
d
o
w
n
of
o
f
the
t
h
e
insulation
i
n
s
u
l
a
t
i
o
n
shall
s
h
a
l
l
occur.
o
c
c
u
r
.
7.2.12.7
7
.
2
.
1
2
.
7
Capacitance
C
a
p
a
c
i
t
a
n
c
e
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
cable
c
a
b
l
e
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
the
t
h
e
capacitance
c
a
p
a
c
i
t
a
n
c
e
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
at
a
t
the
t
h
e
transmission
t
r
a
n
s
m
i
s
s
i
o
n
frequency
f
r
e
q
u
e
n
c
y
with
w
i
t
h
respect
r
e
s
p
e
c
t
to
t
o
ground,
g
r
o
u
n
d
,
unless
u
n
l
e
s
s
otherwise
o
t
h
e
r
w
i
s
e
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification:
s
p
e
c
i
fi
c
a
t
i
o
n
:
-
on
o
n
a
a
sample
s
a
m
p
l
e
of
o
f
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
10
1
0
m
m
(32.8
(
3
2
.
8
ft)
f
t
)
removed
r
e
m
o
v
e
d
from
f
r
o
m
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
length;
l
e
n
g
t
h
;
or
o
r
-
on
o
n
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
length,
l
e
n
g
t
h
,
provided
p
r
o
v
i
d
e
d
the
t
h
e
overall
o
v
e
r
a
l
l
length
l
e
n
g
t
h
does
d
o
e
s
not
n
o
t
introduce
i
n
t
r
o
d
u
c
e
spurious
s
p
u
r
i
o
u
s
results.
r
e
s
u
l
t
s
.
7.2.12.8
7
.
2
.
1
2
.
8
Time-domain
T
i
m
e
-
d
o
m
a
i
n
Reflectometry
R
e
fl
e
c
t
o
m
e
t
r
y
A
A
time-domain
t
i
m
e
-
d
o
m
a
i
n
reflectometry
r
e
fl
e
c
t
o
m
e
t
r
y
(TDR)
(
T
D
R
)
trace
t
r
a
c
e
shall
s
h
a
l
l
be
b
e
obtained
o
b
t
a
i
n
e
d
for
f
o
r
each
e
a
c
h
conductor
c
o
n
d
u
c
t
o
r
from
f
r
o
m
both
b
o
t
h
ends.
e
n
d
s
.
The
T
h
e
width
w
i
d
t
h
of
o
f
the
t
h
e
pulse
p
u
l
s
e
shall
s
h
a
l
l
be
b
e
suDicient
s
u
D
i
c
i
e
n
t
to
t
o
allow
a
l
l
o
w
a
a
scan
s
c
a
n
of
o
f
the
t
h
e
complete
c
o
m
p
l
e
t
e
conductor
c
o
n
d
u
c
t
o
r
length.
l
e
n
g
t
h
.
The
T
h
e
graphs
g
r
a
p
h
s
produced
p
r
o
d
u
c
e
d
shall
s
h
a
l
l
detail
d
e
t
a
i
l
all
a
l
l
the
t
h
e
major
m
a
j
o
r
points,
p
o
i
n
t
s
,
such
s
u
c
h
as
a
s
start
s
t
a
r
t
and
a
n
d
finish
fi
n
i
s
h
of
o
f
the
t
h
e
conductor,
c
o
n
d
u
c
t
o
r
,
splices
s
p
l
i
c
e
s
(if
(
i
f
present),
p
r
e
s
e
n
t
)
,
etc.
e
t
c
.
The
T
h
e
results
r
e
s
u
l
t
s
of
o
f
this
t
h
i
s
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
to
t
o
characterize
c
h
a
r
a
c
t
e
r
i
z
e
a
a
conductor
c
o
n
d
u
c
t
o
r
within
w
i
t
h
i
n
an
a
n
electric
e
l
e
c
t
r
i
c
cable
c
a
b
l
e
or
o
r
electric
e
l
e
c
t
r
i
c
cable
c
a
b
l
e
element
e
l
e
m
e
n
t
and
a
n
d
shall
s
h
a
l
l
not
n
o
t
constitute
c
o
n
s
t
i
t
u
t
e
acceptance/rejection
a
c
c
e
p
t
a
n
c
e
/
r
e
j
e
c
t
i
o
n
criteria.
c
r
i
t
e
r
i
a
.
7.2.12.9
7
.
2
.
1
2
.
9
Metallic
M
e
t
a
l
l
i
c
Screen
S
c
r
e
e
n
Integrity
I
n
t
e
g
r
i
t
y
The
T
h
e
metallic
m
e
t
a
l
l
i
c
screen
s
c
r
e
e
n
layer
l
a
y
e
r
shall
s
h
a
l
l
be
b
e
checked,
c
h
e
c
k
e
d
,
and:
a
n
d
:
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
-
at
a
t
a
a
minimum,
m
i
n
i
m
u
m
,
should
s
h
o
u
l
d
be
b
e
continuous
c
o
n
t
i
n
u
o
u
s
over
o
v
e
r
the
t
h
e
full
f
u
l
l
cable
c
a
b
l
e
length;
l
e
n
g
t
h
;
-
not
n
o
t
exceed
e
x
c
e
e
d
a
a
value
v
a
l
u
e
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.2.12.10
7
.
2
.
1
2
.
1
0
Delivery
D
e
l
i
v
e
r
y
Testing
T
e
s
t
i
n
g
Should
S
h
o
u
l
d
completed
c
o
m
p
l
e
t
e
d
cables
c
a
b
l
e
s
be
b
e
transported
t
r
a
n
s
p
o
r
t
e
d
from
f
r
o
m
the
t
h
e
cable
c
a
b
l
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
facility
f
a
c
i
l
i
t
y
to
t
o
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
facility,
f
a
c
i
l
i
t
y
,
the
t
h
e
following
f
o
l
l
o
w
i
n
g
tests
t
e
s
t
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
all
a
l
l
electrical
e
l
e
c
t
r
i
c
a
l
cores
c
o
r
e
s
following
f
o
l
l
o
w
i
n
g
delivery
d
e
l
i
v
e
r
y
and
a
n
d
prior
p
r
i
o
r
to
t
o
lay-up:
l
a
y
-
u
p
:
-
DC
D
C
conductor
c
o
n
d
u
c
t
o
r
resistance
r
e
s
i
s
t
a
n
c
e
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.12.4;
7
.
2
.
1
2
.
4
;
-
Insulation
I
n
s
u
l
a
t
i
o
n
resistance
r
e
s
i
s
t
a
n
c
e
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.2.11.5.
7
.
2
.
1
1
.
5
.
7.3
7
.
3
Hoses
H
o
s
e
s
7.3.1
7
.
3
.
1
General
G
e
n
e
r
a
l
Hoses
H
o
s
e
s
shall
s
h
a
l
l
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
continuous
c
o
n
t
i
n
u
o
u
s
operation
o
p
e
r
a
t
i
o
n
while
w
h
i
l
e
immersed
i
m
m
e
r
s
e
d
in
i
n
a
a
seawater
s
e
a
w
a
t
e
r
environment.
e
n
v
i
r
o
n
m
e
n
t
.
7.3.2
7
.
3
.
2
Hose
H
o
s
e
Sizing
S
i
z
i
n
g
All
A
l
l
hoses
h
o
s
e
s
shall
s
h
a
l
l
be
b
e
referenced
r
e
f
e
r
e
n
c
e
d
by
b
y
nominal
n
o
m
i
n
a
l
bore
b
o
r
e
and
a
n
d
DP.
D
P
.
NOTE
N
O
T
E
See
S
e
e
Annex
A
n
n
e
x
F
F
for
f
o
r
preferred
p
r
e
f
e
r
r
e
d
hose
h
o
s
e
bore
b
o
r
e
sizes
s
i
z
e
s
and
a
n
d
DP.
D
P
.
Tolerances
T
o
l
e
r
a
n
c
e
s
on
o
n
nominal
n
o
m
i
n
a
l
bore
b
o
r
e
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
the
t
h
e
values
v
a
l
u
e
s
given
g
i
v
e
n
in
i
n
Table
T
a
b
l
e
3,
3
,
and
a
n
d
the
t
h
e
IDs
I
D
s
and
a
n
d
ODs
O
D
s
of
o
f
the
t
h
e
hose
h
o
s
e
shall
s
h
a
l
l
be
b
e
concentric
c
o
n
c
e
n
t
r
i
c
within
w
i
t
h
i
n
the
t
h
e
limits
l
i
m
i
t
s
in
i
n
Table
T
a
b
l
e
4.
4
.
The
T
h
e
completed
c
o
m
p
l
e
t
e
d
hose
h
o
s
e
OD,
O
D
,
D,
D
,
shall
s
h
a
l
l
be
b
e
within
w
i
t
h
i
n
±
±
4
4
%
%
of
o
f
the
t
h
e
value
v
a
l
u
e
specified
s
p
e
c
i
fi
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
Table
T
a
b
l
e
3
3
–
–
Nominal
N
o
m
i
n
a
l
Bore
B
o
r
e
and
a
n
d
Wall
W
a
l
l
Thickness
T
h
i
c
k
n
e
s
s
Tolerances
T
o
l
e
r
a
n
c
e
s
Nominal
N
o
m
i
n
a
l
Bore
B
o
r
e
Tolerance
T
o
l
e
r
a
n
c
e
Liner
L
i
n
e
r
Wall
W
a
l
l
Thickness,
T
h
i
c
k
n
e
s
s
,
t
t
mm
m
m
(in)
(
i
n
)
%
%
mm
m
m
(in)
(
i
n
)
+5.0
+
5
.
0
6.0
6
.
0
to
t
o
10.0
1
0
.
0
(0.236
(
0
.
2
3
6
to
t
o
0.394)
0
.
3
9
4
)
±
±
0.2
0
.
2
(0.008)
(
0
.
0
0
8
)
-3.0
-
3
.
0
+3.0
+
3
.
0
10.1
1
0
.
1
to
t
o
20.0
2
0
.
0
(0.395
(
0
.
3
9
5
to
t
o
0.787)
0
.
7
8
7
)
±
±
0.2
0
.
2
(0.008)
(
0
.
0
0
8
)
-2.0
-
2
.
0
+2.0
+
2
.
0
20.1
2
0
.
1
to
t
o
38.1
3
8
.
1
(0.788
(
0
.
7
8
8
to
t
o
1.5)
1
.
5
)
±
±
0.25
0
.
2
5
(0.010)
(
0
.
0
1
0
)
-1.5
-
1
.
5
Table
T
a
b
l
e
4
4
–
–
Concentricity
C
o
n
c
e
n
t
r
i
c
i
t
y
Nominal
N
o
m
i
n
a
l
Bore
B
o
r
e
Concentricity
C
o
n
c
e
n
t
r
i
c
i
t
y
(full
(
f
u
l
l
indicated
i
n
d
i
c
a
t
e
d
reading)
r
e
a
d
i
n
g
)
mm
m
m
(in)
(
i
n
)
mm
m
m
(in)
(
i
n
)
≤
≤
25.4
2
5
.
4
(1.0)
(
1
.
0
)
1.0
1
.
0
(0.039)
(
0
.
0
3
9
)
>
>
25.4
2
5
.
4
(1.0)
(
1
.
0
)
1.5
1
.
5
(0.059)
(
0
.
0
5
9
)
If
I
f
the
t
h
e
hose
h
o
s
e
liner
l
i
n
e
r
is
i
s
specifically
s
p
e
c
i
fi
c
a
l
l
y
designed
d
e
s
i
g
n
e
d
to
t
o
withstand
w
i
t
h
s
t
a
n
d
external
e
x
t
e
r
n
a
l
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure,
p
r
e
s
s
u
r
e
,
and
a
n
d
this
t
h
i
s
necessitates
n
e
c
e
s
s
i
t
a
t
e
s
increasing
i
n
c
r
e
a
s
i
n
g
the
t
h
e
thickness
t
h
i
c
k
n
e
s
s
of
o
f
the
t
h
e
liner
l
i
n
e
r
to
t
o
resist
r
e
s
i
s
t
collapse,
c
o
l
l
a
p
s
e
,
larger
l
a
r
g
e
r
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
and
a
n
d
concentricity
c
o
n
c
e
n
t
r
i
c
i
t
y
tolerances
t
o
l
e
r
a
n
c
e
s
are
a
r
e
permissible.
p
e
r
m
i
s
s
i
b
l
e
.
Such
S
u
c
h
tolerances
t
o
l
e
r
a
n
c
e
s
shall
s
h
a
l
l
be
b
e
as
a
s
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.3.3
7
.
3
.
3
Hose
H
o
s
e
Construction
C
o
n
s
t
r
u
c
t
i
o
n
7.3.3.1
7
.
3
.
3
.
1
General
G
e
n
e
r
a
l
The
T
h
e
hose
h
o
s
e
shall
s
h
a
l
l
be
b
e
comprised
c
o
m
p
r
i
s
e
d
of
o
f
three
t
h
r
e
e
component
c
o
m
p
o
n
e
n
t
parts:
p
a
r
t
s
:
the
t
h
e
liner,
l
i
n
e
r
,
the
t
h
e
reinforcement,
r
e
i
n
f
o
r
c
e
m
e
n
t
,
and
a
n
d
the
t
h
e
sheath.
s
h
e
a
t
h
.
When
W
h
e
n
subject
s
u
b
j
e
c
t
to
t
o
pressure
p
r
e
s
s
u
r
e
in
i
n
an
a
n
unrestrained
u
n
r
e
s
t
r
a
i
n
e
d
state,
s
t
a
t
e
,
the
t
h
e
hose
h
o
s
e
construction
c
o
n
s
t
r
u
c
t
i
o
n
shall
s
h
a
l
l
show
s
h
o
w
no
n
o
significant
s
i
g
n
i
fi
c
a
n
t
propensity
p
r
o
p
e
n
s
i
t
y
to
t
o
loop,
l
o
o
p
,
or
o
r
rotate
r
o
t
a
t
e
about
a
b
o
u
t
its
i
t
s
axis.
a
x
i
s
.
The
T
h
e
hose,
h
o
s
e
,
fittings,
fi
t
t
i
n
g
s
,
and
a
n
d
couplings
c
o
u
p
l
i
n
g
s
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
considering
c
o
n
s
i
d
e
r
i
n
g
exposure
e
x
p
o
s
u
r
e
to
t
o
sunlight,
s
u
n
l
i
g
h
t
,
UV
U
V
radiation,
r
a
d
i
a
t
i
o
n
,
temperatures
t
e
m
p
e
r
a
t
u
r
e
s
of
o
f
storage
s
t
o
r
a
g
e
and
a
n
d
operation,
o
p
e
r
a
t
i
o
n
,
seawater,
s
e
a
w
a
t
e
r
,
air
a
i
r
and
a
n
d
marine
m
a
r
i
n
e
atmosphere
a
t
m
o
s
p
h
e
r
e
according
a
c
c
o
r
d
i
n
g
to
t
o
the
t
h
e
expected
e
x
p
e
c
t
e
d
conditions
c
o
n
d
i
t
i
o
n
s
of
o
f
storage
s
t
o
r
a
g
e
during
d
u
r
i
n
g
manufacturing,
m
a
n
u
f
a
c
t
u
r
i
n
g
,
storage,
s
t
o
r
a
g
e
,
packing,
p
a
c
k
i
n
g
,
handling,
h
a
n
d
l
i
n
g
,
and
a
n
d
lay-up
l
a
y
-
u
p
relative
r
e
l
a
t
i
v
e
to
t
o
the
t
h
e
umbilical's
u
m
b
i
l
i
c
a
l
'
s
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
for
f
o
r
the
t
h
e
specified
s
p
e
c
i
fi
e
d
service
s
e
r
v
i
c
e
life.
l
i
f
e
.
7.3.3.2
7
.
3
.
3
.
2
Liner
L
i
n
e
r
The
T
h
e
liner
l
i
n
e
r
shall
s
h
a
l
l
be
b
e
a
a
continuous,
c
o
n
t
i
n
u
o
u
s
,
seamless,
s
e
a
m
l
e
s
s
,
circular,
c
i
r
c
u
l
a
r
,
and
a
n
d
concentric
c
o
n
c
e
n
t
r
i
c
extrusion,
e
x
t
r
u
s
i
o
n
,
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
from
f
r
o
m
virgin
v
i
r
g
i
n
thermoplastic
t
h
e
r
m
o
p
l
a
s
t
i
c
material,
m
a
t
e
r
i
a
l
,
and
a
n
d
shall
s
h
a
l
l
be
b
e
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
the
t
h
e
intended
i
n
t
e
n
d
e
d
service
s
e
r
v
i
c
e
fluids.
fl
u
i
d
s
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
NOTE
N
O
T
E
Multilayer
M
u
l
t
i
l
a
y
e
r
liners
l
i
n
e
r
s
may
m
a
y
be
b
e
acceptable
a
c
c
e
p
t
a
b
l
e
if
i
f
application
a
p
p
l
i
c
a
t
i
o
n
requirements
r
e
q
u
i
r
e
m
e
n
t
s
cannot
c
a
n
n
o
t
be
b
e
satisfied
s
a
t
i
s
fi
e
d
by
b
y
a
a
single4ayer
s
i
n
g
l
e
4
a
y
e
r
construction.
c
o
n
s
t
r
u
c
t
i
o
n
.
For
F
o
r
instance,
i
n
s
t
a
n
c
e
,
in
i
n
situations
s
i
t
u
a
t
i
o
n
s
where
w
h
e
r
e
there
t
h
e
r
e
are
a
r
e
high
h
i
g
h
external
e
x
t
e
r
n
a
l
pressures,
p
r
e
s
s
u
r
e
s
,
an
a
n
internal
i
n
t
e
r
n
a
l
support
s
u
p
p
o
r
t
may
m
a
y
be
b
e
incorporated.
i
n
c
o
r
p
o
r
a
t
e
d
.
For
F
o
r
high
h
i
g
h
collapse-resistant
c
o
l
l
a
p
s
e
-
r
e
s
i
s
t
a
n
t
(HCR)
(
H
C
R
)
hoses,
h
o
s
e
s
,
the
t
h
e
liner
l
i
n
e
r
may
m
a
y
incorporate
i
n
c
o
r
p
o
r
a
t
e
an
a
n
internal
i
n
t
e
r
n
a
l
structure,
s
t
r
u
c
t
u
r
e
,
such
s
u
c
h
as
a
s
an
a
n
interlocking
i
n
t
e
r
l
o
c
k
i
n
g
carcass,
c
a
r
c
a
s
s
,
to
t
o
provide
p
r
o
v
i
d
e
resistance
r
e
s
i
s
t
a
n
c
e
to
t
o
external
e
x
t
e
r
n
a
l
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure.
p
r
e
s
s
u
r
e
.
The
T
h
e
interlocked
i
n
t
e
r
l
o
c
k
e
d
carcass
c
a
r
c
a
s
s
shall
s
h
a
l
l
be
b
e
of
o
f
suitable
s
u
i
t
a
b
l
e
material,
m
a
t
e
r
i
a
l
,
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
both
b
o
t
h
external
e
x
t
e
r
n
a
l
environment
e
n
v
i
r
o
n
m
e
n
t
and
a
n
d
inner
i
n
n
e
r
fluid.
fl
u
i
d
.
The
T
h
e
material
m
a
t
e
r
i
a
l
in
i
n
its
i
t
s
extruded
e
x
t
r
u
d
e
d
form
f
o
r
m
shall
s
h
a
l
l
not
n
o
t
introduce
i
n
t
r
o
d
u
c
e
particulate
p
a
r
t
i
c
u
l
a
t
e
contamination
c
o
n
t
a
m
i
n
a
t
i
o
n
of
o
f
the
t
h
e
hose
h
o
s
e
bore,
b
o
r
e
,
either
e
i
t
h
e
r
by
b
y
extraction
e
x
t
r
a
c
t
i
o
n
or
o
r
by
b
y
reaction
r
e
a
c
t
i
o
n
with
w
i
t
h
the
t
h
e
fluid
fl
u
i
d
being
b
e
i
n
g
transported,
t
r
a
n
s
p
o
r
t
e
d
,
to
t
o
the
t
h
e
extent
e
x
t
e
n
t
that
t
h
a
t
fluid
fl
u
i
d
cleanliness
c
l
e
a
n
l
i
n
e
s
s
cannot
c
a
n
n
o
t
be
b
e
maintained.
m
a
i
n
t
a
i
n
e
d
.
7.3.3.4
7
.
3
.
3
.
4
Reinforcement
R
e
i
n
f
o
r
c
e
m
e
n
t
The
T
h
e
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
shall
s
h
a
l
l
be
b
e
comprised
c
o
m
p
r
i
s
e
d
of
o
f
one
o
n
e
or
o
r
more
m
o
r
e
layers
l
a
y
e
r
s
of
o
f
synthetic
s
y
n
t
h
e
t
i
c
fiber,
fi
b
e
r
,
applied
a
p
p
l
i
e
d
around
a
r
o
u
n
d
the
t
h
e
liner.
l
i
n
e
r
.
7.3.3.5
7
.
3
.
3
.
5
Sheath
S
h
e
a
t
h
The
T
h
e
sheath
s
h
e
a
t
h
shall
s
h
a
l
l
be
b
e
comprised
c
o
m
p
r
i
s
e
d
of
o
f
a
a
continuous,
c
o
n
t
i
n
u
o
u
s
,
seamless
s
e
a
m
l
e
s
s
and
a
n
d
circular
c
i
r
c
u
l
a
r
extrusion,
e
x
t
r
u
s
i
o
n
,
which
w
h
i
c
h
is
i
s
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
from
f
r
o
m
thermoplastic
t
h
e
r
m
o
p
l
a
s
t
i
c
material
m
a
t
e
r
i
a
l
incorporating
i
n
c
o
r
p
o
r
a
t
i
n
g
protection
p
r
o
t
e
c
t
i
o
n
against
a
g
a
i
n
s
t
ozone
o
z
o
n
e
and
a
n
d
UV
U
V
radiation.
r
a
d
i
a
t
i
o
n
.
The
T
h
e
sheath
s
h
e
a
t
h
shall
s
h
a
l
l
provide
p
r
o
v
i
d
e
for
f
o
r
the
t
h
e
venting
v
e
n
t
i
n
g
of
o
f
permeated
p
e
r
m
e
a
t
e
d
fluids
fl
u
i
d
s
if
i
f
the
t
h
e
particular
p
a
r
t
i
c
u
l
a
r
fluid/hose
fl
u
i
d
/
h
o
s
e
liner
l
i
n
e
r
combination
c
o
m
b
i
n
a
t
i
o
n
can
c
a
n
give
g
i
v
e
rise
r
i
s
e
to
t
o
permeation.
p
e
r
m
e
a
t
i
o
n
.
The
T
h
e
sheath
s
h
e
a
t
h
material
m
a
t
e
r
i
a
l
shall
s
h
a
l
l
be
b
e
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
the
t
h
e
interstitial
i
n
t
e
r
s
t
i
t
i
a
l
filler
fi
l
l
e
r
material
m
a
t
e
r
i
a
l
and
a
n
d
the
t
h
e
sheathing
s
h
e
a
t
h
i
n
g
material
m
a
t
e
r
i
a
l
of
o
f
other
o
t
h
e
r
services
s
e
r
v
i
c
e
s
within
w
i
t
h
i
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
throughout
t
h
r
o
u
g
h
o
u
t
its
i
t
s
design
d
e
s
i
g
n
life.
l
i
f
e
.
The
T
h
e
sheath
s
h
e
a
t
h
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
to
t
o
protect
p
r
o
t
e
c
t
the
t
h
e
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
and
a
n
d
liner
l
i
n
e
r
from
f
r
o
m
abrasion,
a
b
r
a
s
i
o
n
,
erosion,
e
r
o
s
i
o
n
,
and
a
n
d
mechanical
m
e
c
h
a
n
i
c
a
l
damage.
d
a
m
a
g
e
.
The
T
h
e
coeDicient
c
o
e
D
i
c
i
e
n
t
of
o
f
friction
f
r
i
c
t
i
o
n
between
b
e
t
w
e
e
n
the
t
h
e
sheath
s
h
e
a
t
h
and
a
n
d
the
t
h
e
sheaths
s
h
e
a
t
h
s
of
o
f
other
o
t
h
e
r
hoses
h
o
s
e
s
and/or
a
n
d
/
o
r
other
o
t
h
e
r
components
c
o
m
p
o
n
e
n
t
s
shall
s
h
a
l
l
be
b
e
minimized.
m
i
n
i
m
i
z
e
d
.
7.3.3.6
7
.
3
.
3
.
6
Identification
I
d
e
n
t
i
fi
c
a
t
i
o
n
At
A
t
a
a
minimum,
m
i
n
i
m
u
m
,
the
t
h
e
following
f
o
l
l
o
w
i
n
g
information
i
n
f
o
r
m
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
marked,
m
a
r
k
e
d
,
along
a
l
o
n
g
the
t
h
e
complete
c
o
m
p
l
e
t
e
length
l
e
n
g
t
h
of
o
f
a
a
hose,
h
o
s
e
,
on
o
n
the
t
h
e
external
e
x
t
e
r
n
a
l
sheath
s
h
e
a
t
h
at
a
t
regular
r
e
g
u
l
a
r
intervals
i
n
t
e
r
v
a
l
s
not
n
o
t
exceeding
e
x
c
e
e
d
i
n
g
1
1
m
m
{3.28
{
3
.
2
8
ft):
f
t
)
:
-
manufacturer;
m
a
n
u
f
a
c
t
u
r
e
r
;
-
batch
b
a
t
c
h
number;
n
u
m
b
e
r
;
-
nominal
n
o
m
i
n
a
l
bore
b
o
r
e
size;
s
i
z
e
;
-
DP;
D
P
;
-
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
part
p
a
r
t
number;
n
u
m
b
e
r
;
unique
u
n
i
q
u
e
component
c
o
m
p
o
n
e
n
t
reference,
r
e
f
e
r
e
n
c
e
,
e.g.
e
.
g
.
“Line
“
L
i
n
e
6.”
6
.
”
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.3.3.7
7
.
3
.
3
.
7
Termination
T
e
r
m
i
n
a
t
i
o
n
Interface
I
n
t
e
r
f
a
c
e
The
T
h
e
long-term
l
o
n
g
-
t
e
r
m
sealing
s
e
a
l
i
n
g
and
a
n
d
retention
r
e
t
e
n
t
i
o
n
of
o
f
couplings
c
o
u
p
l
i
n
g
s
and/or
a
n
d
/
o
r
end
e
n
d
fittings
fi
t
t
i
n
g
s
shall
s
h
a
l
l
not
n
o
t
be
b
e
impeded
i
m
p
e
d
e
d
by
b
y
the
t
h
e
hose
h
o
s
e
materials
m
a
t
e
r
i
a
l
s
of
o
f
construction.
c
o
n
s
t
r
u
c
t
i
o
n
.
All
A
l
l
materials
m
a
t
e
r
i
a
l
s
used
u
s
e
d
shall
s
h
a
l
l
be
b
e
suitable
s
u
i
t
a
b
l
e
for
f
o
r
long-term
l
o
n
g
-
t
e
r
m
immersion
i
m
m
e
r
s
i
o
n
in
i
n
seawater
s
e
a
w
a
t
e
r
and
a
n
d
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
If
I
f
fittings
fi
t
t
i
n
g
s
are
a
r
e
crimped
c
r
i
m
p
e
d
or
o
r
swaged
s
w
a
g
e
d
onto
o
n
t
o
the
t
h
e
outer
o
u
t
e
r
sheath
s
h
e
a
t
h
of
o
f
the
t
h
e
hose,
h
o
s
e
,
special
s
p
e
c
i
a
l
attention
a
t
t
e
n
t
i
o
n
should
s
h
o
u
l
d
be
b
e
given
g
i
v
e
n
to
t
o
ensuring
e
n
s
u
r
i
n
g
that
t
h
a
t
permeated
p
e
r
m
e
a
t
e
d
fluids
fl
u
i
d
s
from
f
r
o
m
the
t
h
e
hose
h
o
s
e
do
d
o
not
n
o
t
soften
s
o
f
t
e
n
or
o
r
otherwise
o
t
h
e
r
w
i
s
e
degrade
d
e
g
r
a
d
e
the
t
h
e
sheath
s
h
e
a
t
h
material,
m
a
t
e
r
i
a
l
,
resulting
r
e
s
u
l
t
i
n
g
in
i
n
leakage
l
e
a
k
a
g
e
of
o
f
the
t
h
e
end
e
n
d
fitting
fi
t
t
i
n
g
or
o
r
its
i
t
s
detachment
d
e
t
a
c
h
m
e
n
t
from
f
r
o
m
the
t
h
e
hose.
h
o
s
e
.
Couplings
C
o
u
p
l
i
n
g
s
used
u
s
e
d
to
t
o
join
j
o
i
n
two
t
w
o
hose
h
o
s
e
lengths
l
e
n
g
t
h
s
within
w
i
t
h
i
n
an
a
n
umbilical
u
m
b
i
l
i
c
a
l
shall
s
h
a
l
l
be
b
e
of
o
f
the
t
h
e
one-piece
o
n
e
-
p
i
e
c
e
unthreaded
u
n
t
h
r
e
a
d
e
d
type.
t
y
p
e
.
Couplings
C
o
u
p
l
i
n
g
s
used
u
s
e
d
to
t
o
join
j
o
i
n
hose
h
o
s
e
lengths
l
e
n
g
t
h
s
within
w
i
t
h
i
n
a
a
rigid
r
i
g
i
d
umbilical
u
m
b
i
l
i
c
a
l
joint
j
o
i
n
t
shall
s
h
a
l
l
be
b
e
of
o
f
the
t
h
e
threaded
t
h
r
e
a
d
e
d
type
t
y
p
e
and/or
a
n
d
/
o
r
a
a
one-piece
o
n
e
-
p
i
e
c
e
design
d
e
s
i
g
n
type,
t
y
p
e
,
eliminating
e
l
i
m
i
n
a
t
i
n
g
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
for
f
o
r
mechanical
m
e
c
h
a
n
i
c
a
l
connection
c
o
n
n
e
c
t
i
o
n
between
b
e
t
w
e
e
n
the
t
h
e
two
t
w
o
abutment
a
b
u
t
m
e
n
t
halves.
h
a
l
v
e
s
.
The
T
h
e
attachment
a
t
t
a
c
h
m
e
n
t
of
o
f
the
t
h
e
abutment
a
b
u
t
m
e
n
t
part
p
a
r
t
of
o
f
the
t
h
e
fitment
fi
t
m
e
n
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
using
u
s
i
n
g
a
a
radial
r
a
d
i
a
l
crimping
c
r
i
m
p
i
n
g
or
o
r
longitudinal
l
o
n
g
i
t
u
d
i
n
a
l
swaging
s
w
a
g
i
n
g
procedure.
p
r
o
c
e
d
u
r
e
.
Each
E
a
c
h
crimped
c
r
i
m
p
e
d
or
o
r
swaged
s
w
a
g
e
d
connection
c
o
n
n
e
c
t
i
o
n
should
s
h
o
u
l
d
be
b
e
checked
c
h
e
c
k
e
d
with
w
i
t
h
an
a
n
appropriate
a
p
p
r
o
p
r
i
a
t
e
gauging
g
a
u
g
i
n
g
tool
t
o
o
l
to
t
o
ensure
e
n
s
u
r
e
proper
p
r
o
p
e
r
makeup.
m
a
k
e
u
p
.
In
I
n
the
t
h
e
design
d
e
s
i
g
n
and
a
n
d
assembly
a
s
s
e
m
b
l
y
of
o
f
an
a
n
end
e
n
d
fitting
fi
t
t
i
n
g
or
o
r
coupling,
c
o
u
p
l
i
n
g
,
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
given
g
i
v
e
n
to
t
o
the
t
h
e
possibility
p
o
s
s
i
b
i
l
i
t
y
of
o
f
the
t
h
e
formation
f
o
r
m
a
t
i
o
n
of
o
f
crevices
c
r
e
v
i
c
e
s
with
w
i
t
h
the
t
h
e
potential
p
o
t
e
n
t
i
a
l
for
f
o
r
corrosion.
c
o
r
r
o
s
i
o
n
.
End
E
n
d
fittings
fi
t
t
i
n
g
s
or
o
r
couplings
c
o
u
p
l
i
n
g
s
in
i
n
a
a
rigid
r
i
g
i
d
joint
j
o
i
n
t
shall
s
h
a
l
l
either
e
i
t
h
e
r
be
b
e
protected
p
r
o
t
e
c
t
e
d
by
b
y
a
a
water-blocking
w
a
t
e
r
-
b
l
o
c
k
i
n
g
barrier,
b
a
r
r
i
e
r
,
have
h
a
v
e
the
t
h
e
facility
f
a
c
i
l
i
t
y
for
f
o
r
linking
l
i
n
k
i
n
g
to
t
o
a
a
cathodic
c
a
t
h
o
d
i
c
protection
p
r
o
t
e
c
t
i
o
n
system,
s
y
s
t
e
m
,
or
o
r
be
b
e
fabricated
f
a
b
r
i
c
a
t
e
d
from
f
r
o
m
an
a
n
inherently
i
n
h
e
r
e
n
t
l
y
corrosion-resistant
c
o
r
r
o
s
i
o
n
-
r
e
s
i
s
t
a
n
t
material.
m
a
t
e
r
i
a
l
.
If
I
f
there
t
h
e
r
e
is
i
s
a
a
risk
r
i
s
k
of
o
f
an
a
n
end
e
n
d
fitting
fi
t
t
i
n
g
or
o
r
coupling
c
o
u
p
l
i
n
g
nut
n
u
t
unscrewing
u
n
s
c
r
e
w
i
n
g
as
a
s
a
a
result
r
e
s
u
l
t
of
o
f
induced
i
n
d
u
c
e
d
torque,
t
o
r
q
u
e
,
vibration,
v
i
b
r
a
t
i
o
n
,
etc.,
e
t
c
.
,
an
a
n
appropriate
a
p
p
r
o
p
r
i
a
t
e
interlock
i
n
t
e
r
l
o
c
k
feature
f
e
a
t
u
r
e
shall
s
h
a
l
l
be
b
e
included
i
n
c
l
u
d
e
d
to
t
o
prevent
p
r
e
v
e
n
t
rotation
r
o
t
a
t
i
o
n
of
o
f
the
t
h
e
nut.
n
u
t
.
Fittings
F
i
t
t
i
n
g
s
shall
s
h
a
l
l
be
b
e
made
m
a
d
e
of
o
f
CRA
C
R
A
materials
m
a
t
e
r
i
a
l
s
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
both
b
o
t
h
the
t
h
e
inner
i
n
n
e
r
fluid
fl
u
i
d
and
a
n
d
seawater.
s
e
a
w
a
t
e
r
.
7.3.4
7
.
3
.
4
Performance
P
e
r
f
o
r
m
a
n
c
e
Requirements
R
e
q
u
i
r
e
m
e
n
t
s
7.3.4.1
7
.
3
.
4
.
1
Design
D
e
s
i
g
n
Pressure
P
r
e
s
s
u
r
e
Ratios
R
a
t
i
o
s
The
T
h
e
required
r
e
q
u
i
r
e
d
ratio
r
a
t
i
o
of
o
f
proof
p
r
o
o
f
and
a
n
d
burst
b
u
r
s
t
pressures
p
r
e
s
s
u
r
e
s
to
t
o
the
t
h
e
DP
D
P
for
f
o
r
thermoplastic
t
h
e
r
m
o
p
l
a
s
t
i
c
hoses
h
o
s
e
s
shall
s
h
a
l
l
meet
m
e
e
t
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
Table
T
a
b
l
e
5,
5
,
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ISO
I
S
O
7751.
7
7
5
1
.
For
F
o
r
higher
h
i
g
h
e
r
DP
D
P
ratings
r
a
t
i
n
g
s
and/or
a
n
d
/
o
r
larger
l
a
r
g
e
r
bore
b
o
r
e
sizes
s
i
z
e
s
than
t
h
a
n
those
t
h
o
s
e
specified
s
p
e
c
i
fi
e
d
in
i
n
Annex
A
n
n
e
x
F,
F
,
lower
l
o
w
e
r
burst-pressure
b
u
r
s
t
-
p
r
e
s
s
u
r
e
ratios,
r
a
t
i
o
s
,
which
w
h
i
c
h
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification,
s
p
e
c
i
fi
c
a
t
i
o
n
,
may
m
a
y
be
b
e
acceptable.
a
c
c
e
p
t
a
b
l
e
.
These
T
h
e
s
e
hoses
h
o
s
e
s
for
f
o
r
higher
h
i
g
h
e
r
pressures
p
r
e
s
s
u
r
e
s
shall
s
h
a
l
l
be
b
e
design-
d
e
s
i
g
n
-
verified
v
e
r
i
fi
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
7.3.7.
7
.
3
.
7
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.3.4.2
7
.
3
.
4
.
2
Collapse
C
o
l
l
a
p
s
e
Pressure
P
r
e
s
s
u
r
e
The
T
h
e
hose
h
o
s
e
assembly,
a
s
s
e
m
b
l
y
,
if
i
f
filled
fi
l
l
e
d
with
w
i
t
h
installation/service
i
n
s
t
a
l
l
a
t
i
o
n
/
s
e
r
v
i
c
e
fluid
fl
u
i
d
at
a
t
zero
z
e
r
o
internal
i
n
t
e
r
n
a
l
pressure
p
r
e
s
s
u
r
e
(gauge)
(
g
a
u
g
e
)
and
a
n
d
bent
b
e
n
t
to
t
o
the
t
h
e
minimum
m
i
n
i
m
u
m
bend
b
e
n
d
radius,
r
a
d
i
u
s
,
shall
s
h
a
l
l
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
withstanding
w
i
t
h
s
t
a
n
d
i
n
g
a
a
minimum
m
i
n
i
m
u
m
applied
a
p
p
l
i
e
d
external
e
x
t
e
r
n
a
l
pressure
p
r
e
s
s
u
r
e
without
w
i
t
h
o
u
t
collapsing.
c
o
l
l
a
p
s
i
n
g
.
The
T
h
e
minimum
m
i
n
i
m
u
m
value
v
a
l
u
e
of
o
f
the
t
h
e
external
e
x
t
e
r
n
a
l
pressure
p
r
e
s
s
u
r
e
shall
s
h
a
l
l
be
b
e
150%
1
5
0
%
of
o
f
the
t
h
e
diDerence
d
i
D
e
r
e
n
c
e
in
i
n
static
s
t
a
t
i
c
head
h
e
a
d
due
d
u
e
to
t
o
external
e
x
t
e
r
n
a
l
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure
p
r
e
s
s
u
r
e
at
a
t
maximum
m
a
x
i
m
u
m
design
d
e
s
i
g
n
depth,
d
e
p
t
h
,
less
l
e
s
s
the
t
h
e
static
s
t
a
t
i
c
head
h
e
a
d
at
a
t
that
t
h
a
t
depth
d
e
p
t
h
due
d
u
e
to
t
o
the
t
h
e
internal
i
n
t
e
r
n
a
l
installation/service
i
n
s
t
a
l
l
a
t
i
o
n
/
s
e
r
v
i
c
e
fluid.
fl
u
i
d
.
If
I
f
the
t
h
e
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
and/or
a
n
d
/
o
r
service
s
e
r
v
i
c
e
fluids
fl
u
i
d
s
can
c
a
n
materially
m
a
t
e
r
i
a
l
l
y
aDect
a
D
e
c
t
physical
p
h
y
s
i
c
a
l
properties
p
r
o
p
e
r
t
i
e
s
of
o
f
the
t
h
e
hose,
h
o
s
e
,
these
t
h
e
s
e
factors
f
a
c
t
o
r
s
should
s
h
o
u
l
d
be
b
e
taken
t
a
k
e
n
into
i
n
t
o
account
a
c
c
o
u
n
t
in
i
n
the
t
h
e
performance
p
e
r
f
o
r
m
a
n
c
e
requirements.
r
e
q
u
i
r
e
m
e
n
t
s
.
7.3.4.3
7
.
3
.
4
.
3
Change
C
h
a
n
g
e
in
i
n
Length
L
e
n
g
t
h
The
T
h
e
hose
h
o
s
e
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
such
s
u
c
h
that
t
h
a
t
the
t
h
e
change
c
h
a
n
g
e
in
i
n
length
l
e
n
g
t
h
when
w
h
e
n
the
t
h
e
hose
h
o
s
e
is
i
s
pressurized
p
r
e
s
s
u
r
i
z
e
d
from
f
r
o
m
atmospheric
a
t
m
o
s
p
h
e
r
i
c
pressure
p
r
e
s
s
u
r
e
to
t
o
its
i
t
s
DP
D
P
shall
s
h
a
l
l
be
b
e
within
w
i
t
h
i
n
the
t
h
e
range
r
a
n
g
e
-1.5
-
1
.
5
%
%
to
t
o
+
+
2
2
%.
%
.
7.3.5
7
.
3
.
5
Structural
S
t
r
u
c
t
u
r
a
l
Analysis
A
n
a
l
y
s
i
s
Structural
S
t
r
u
c
t
u
r
a
l
analysis,
a
n
a
l
y
s
i
s
,
taking
t
a
k
i
n
g
account
a
c
c
o
u
n
t
of
o
f
data
d
a
t
a
generated
g
e
n
e
r
a
t
e
d
from
f
r
o
m
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
structural
s
t
r
u
c
t
u
r
a
l
analysis
a
n
a
l
y
s
i
s
specified
s
p
e
c
i
fi
e
d
in
i
n
Section
S
e
c
t
i
o
n
6,
6
,
shall
s
h
a
l
l
be
b
e
undertaken
u
n
d
e
r
t
a
k
e
n
to
t
o
confirm
c
o
n
fi
r
m
the
t
h
e
acceptability
a
c
c
e
p
t
a
b
i
l
i
t
y
of
o
f
the
t
h
e
hose
h
o
s
e
design
d
e
s
i
g
n
for
f
o
r
the
t
h
e
loadings
l
o
a
d
i
n
g
s
it
i
t
will
w
i
l
l
experience
e
x
p
e
r
i
e
n
c
e
during
d
u
r
i
n
g
testing
t
e
s
t
i
n
g
and
a
n
d
service.
s
e
r
v
i
c
e
.
7.3.6
7
.
3
.
6
Manufacturing
M
a
n
u
f
a
c
t
u
r
i
n
g
7.3.6.1
7
.
3
.
6
.
1
Liner
L
i
n
e
r
Extrusion
E
x
t
r
u
s
i
o
n
Transfer
T
r
a
n
s
f
e
r
of
o
f
raw
r
a
w
material
m
a
t
e
r
i
a
l
into
i
n
t
o
the
t
h
e
extruder
e
x
t
r
u
d
e
r
shall
s
h
a
l
l
employ
e
m
p
l
o
y
vacuum
v
a
c
u
u
m
draw-oD
d
r
a
w
-
o
D
from
f
r
o
m
an
a
n
enclosed
e
n
c
l
o
s
e
d
container
c
o
n
t
a
i
n
e
r
system
s
y
s
t
e
m
to
t
o
prevent
p
r
e
v
e
n
t
ingress
i
n
g
r
e
s
s
of
o
f
contamination.
c
o
n
t
a
m
i
n
a
t
i
o
n
.
During
D
u
r
i
n
g
extrusion,
e
x
t
r
u
s
i
o
n
,
the
t
h
e
following
f
o
l
l
o
w
i
n
g
process
p
r
o
c
e
s
s
parameters
p
a
r
a
m
e
t
e
r
s
shall
s
h
a
l
l
be
b
e
continuously
c
o
n
t
i
n
u
o
u
s
l
y
measured
m
e
a
s
u
r
e
d
and
a
n
d
recorded:
r
e
c
o
r
d
e
d
:
-
extruder
e
x
t
r
u
d
e
r
barrel/head
b
a
r
r
e
l
/
h
e
a
d
temperatures;
t
e
m
p
e
r
a
t
u
r
e
s
;
-
melt
m
e
l
t
pressure/temperature;
p
r
e
s
s
u
r
e
/
t
e
m
p
e
r
a
t
u
r
e
;
-
screw
s
c
r
e
w
speed/power
s
p
e
e
d
/
p
o
w
e
r
requirements;
r
e
q
u
i
r
e
m
e
n
t
s
;
-
haul-oD
h
a
u
l
-
o
D
speed.
s
p
e
e
d
.
The
T
h
e
liner
l
i
n
e
r
shall
s
h
a
l
l
be
b
e
extruded
e
x
t
r
u
d
e
d
as
a
s
one
o
n
e
continuous
c
o
n
t
i
n
u
o
u
s
length
l
e
n
g
t
h
without
w
i
t
h
o
u
t
joints
j
o
i
n
t
s
or
o
r
defects
d
e
f
e
c
t
s
in
i
n
a
a
segregated,
s
e
g
r
e
g
a
t
e
d
,
controlled
c
o
n
t
r
o
l
l
e
d
entry
e
n
t
r
y
area.
a
r
e
a
.
The
T
h
e
outside
o
u
t
s
i
d
e
diameter
d
i
a
m
e
t
e
r
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
continuously
c
o
n
t
i
n
u
o
u
s
l
y
at
a
t
two
t
w
o
positions
p
o
s
i
t
i
o
n
s
90°
9
0
°
apart,
a
p
a
r
t
,
and
a
n
d
the
t
h
e
liner
l
i
n
e
r
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
continuously
c
o
n
t
i
n
u
o
u
s
l
y
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
at
a
t
four
f
o
u
r
positions
p
o
s
i
t
i
o
n
s
90°
9
0
°
apart,
a
p
a
r
t
,
and
a
n
d
continuously
c
o
n
t
i
n
u
o
u
s
l
y
recorded.
r
e
c
o
r
d
e
d
.
Both
B
o
t
h
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
and
a
n
d
diameter
d
i
a
m
e
t
e
r
measurements
m
e
a
s
u
r
e
m
e
n
t
s
shall
s
h
a
l
l
be
b
e
traceable
t
r
a
c
e
a
b
l
e
to
t
o
the
t
h
e
length
l
e
n
g
t
h
of
o
f
hose
h
o
s
e
produced.
p
r
o
d
u
c
e
d
.
The
T
h
e
extruder
e
x
t
r
u
d
e
r
head
h
e
a
d
shall
s
h
a
l
l
be
b
e
visually
v
i
s
u
a
l
l
y
inspected
i
n
s
p
e
c
t
e
d
frequently
f
r
e
q
u
e
n
t
l
y
during
d
u
r
i
n
g
extrusion.
e
x
t
r
u
s
i
o
n
.
Deposits
D
e
p
o
s
i
t
s
that
t
h
a
t
can
c
a
n
build
b
u
i
l
d
up
u
p
on
o
n
the
t
h
e
extruder
e
x
t
r
u
d
e
r
tooling
t
o
o
l
i
n
g
shall
s
h
a
l
l
be
b
e
continuously
c
o
n
t
i
n
u
o
u
s
l
y
monitored.
m
o
n
i
t
o
r
e
d
.
If
I
f
such
s
u
c
h
deposits
d
e
p
o
s
i
t
s
impact
i
m
p
a
c
t
or
o
r
are
a
r
e
transferred
t
r
a
n
s
f
e
r
r
e
d
onto
o
n
t
o
the
t
h
e
liner
l
i
n
e
r
surface
s
u
r
f
a
c
e
(external
(
e
x
t
e
r
n
a
l
or
o
r
internal),
i
n
t
e
r
n
a
l
)
,
the
t
h
e
eDect
e
D
e
c
t
of
o
f
these
t
h
e
s
e
shall
s
h
a
l
l
be
b
e
examined.
e
x
a
m
i
n
e
d
.
The
T
h
e
liner
l
i
n
e
r
shall
s
h
a
l
l
be
b
e
rejected
r
e
j
e
c
t
e
d
if
i
f
it
i
t
is
i
s
outside
o
u
t
s
i
d
e
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
During
D
u
r
i
n
g
extrusion,
e
x
t
r
u
s
i
o
n
,
the
t
h
e
liner
l
i
n
e
r
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
visual
v
i
s
u
a
l
examination
e
x
a
m
i
n
a
t
i
o
n
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification
s
p
e
c
i
fi
c
a
t
i
o
n
for
f
o
r
the
t
h
e
detection
d
e
t
e
c
t
i
o
n
of
o
f
visible
v
i
s
i
b
l
e
defects,
d
e
f
e
c
t
s
,
such
s
u
c
h
as
a
s
color
c
o
l
o
r
changes,
c
h
a
n
g
e
s
,
bubbles,
b
u
b
b
l
e
s
,
or
o
r
inclusions.
i
n
c
l
u
s
i
o
n
s
.
The
T
h
e
extrusion
e
x
t
r
u
s
i
o
n
process
p
r
o
c
e
s
s
shall
s
h
a
l
l
provide
p
r
o
v
i
d
e
all-round
a
l
l
-
r
o
u
n
d
visual
v
i
s
u
a
l
observation
o
b
s
e
r
v
a
t
i
o
n
of
o
f
the
t
h
e
extruded
e
x
t
r
u
d
e
d
liner.
l
i
n
e
r
.
The
T
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification
s
p
e
c
i
fi
c
a
t
i
o
n
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
acceptance/rejection
a
c
c
e
p
t
a
n
c
e
/
r
e
j
e
c
t
i
o
n
levels
l
e
v
e
l
s
for
f
o
r
such
s
u
c
h
defects.
d
e
f
e
c
t
s
.
After
A
f
t
e
r
extrusion,
e
x
t
r
u
s
i
o
n
,
the
t
h
e
ends
e
n
d
s
shall
s
h
a
l
l
be
b
e
sealed
s
e
a
l
e
d
against
a
g
a
i
n
s
t
ingress
i
n
g
r
e
s
s
of
o
f
contamination.
c
o
n
t
a
m
i
n
a
t
i
o
n
.
Liners
L
i
n
e
r
s
awaiting
a
w
a
i
t
i
n
g
application
a
p
p
l
i
c
a
t
i
o
n
of
o
f
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
shall
s
h
a
l
l
be
b
e
stored
s
t
o
r
e
d
in
i
n
a
a
controlled
c
o
n
t
r
o
l
l
e
d
dry
d
r
y
area
a
r
e
a
under
u
n
d
e
r
cover
c
o
v
e
r
and
a
n
d
protected
p
r
o
t
e
c
t
e
d
against
a
g
a
i
n
s
t
direct
d
i
r
e
c
t
sunlight,
s
u
n
l
i
g
h
t
,
dust,
d
u
s
t
,
and
a
n
d
other
o
t
h
e
r
potential
p
o
t
e
n
t
i
a
l
contaminants,
c
o
n
t
a
m
i
n
a
n
t
s
,
and
a
n
d
UV
U
V
radiation
r
a
d
i
a
t
i
o
n
(if
(
i
f
not
n
o
t
UV-stabilized).
U
V
-
s
t
a
b
i
l
i
z
e
d
)
.
If
I
f
a
a
carcass
c
a
r
c
a
s
s
is
i
s
employed,
e
m
p
l
o
y
e
d
,
consideration
c
o
n
s
i
d
e
r
a
t
i
o
n
should
s
h
o
u
l
d
be
b
e
given
g
i
v
e
n
to
t
o
removal
r
e
m
o
v
a
l
of
o
f
the
t
h
e
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
lubrication.
l
u
b
r
i
c
a
t
i
o
n
.
The
T
h
e
requirement
r
e
q
u
i
r
e
m
e
n
t
to
t
o
perform
p
e
r
f
o
r
m
welds
w
e
l
d
s
to
t
o
achieve
a
c
h
i
e
v
e
production
p
r
o
d
u
c
t
i
o
n
lengths
l
e
n
g
t
h
s
shall
s
h
a
l
l
also
a
l
s
o
be
b
e
taken
t
a
k
e
n
into
i
n
t
o
account
a
c
c
o
u
n
t
with
w
i
t
h
respect
r
e
s
p
e
c
t
to
t
o
weld
w
e
l
d
quality
q
u
a
l
i
t
y
and
a
n
d
profile.
p
r
o
fi
l
e
.
7.3.6.2
7
.
3
.
6
.
2
Reinforcement
R
e
i
n
f
o
r
c
e
m
e
n
t
Application
A
p
p
l
i
c
a
t
i
o
n
The
T
h
e
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
yarn
y
a
r
n
shall
s
h
a
l
l
be
b
e
protected
p
r
o
t
e
c
t
e
d
against
a
g
a
i
n
s
t
dust
d
u
s
t
and
a
n
d
UV
U
V
degradation
d
e
g
r
a
d
a
t
i
o
n
during
d
u
r
i
n
g
storage.
s
t
o
r
a
g
e
.
Yarn
Y
a
r
n
bobbins
b
o
b
b
i
n
s
aDected
a
D
e
c
t
e
d
by
b
y
humidity
h
u
m
i
d
i
t
y
and/or
a
n
d
/
o
r
temperature
t
e
m
p
e
r
a
t
u
r
e
shall
s
h
a
l
l
be
b
e
conditioned
c
o
n
d
i
t
i
o
n
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
material
m
a
t
e
r
i
a
l
supplier's
s
u
p
p
l
i
e
r
'
s
recommendations
r
e
c
o
m
m
e
n
d
a
t
i
o
n
s
before
b
e
f
o
r
e
use.
u
s
e
.
Linear-density
L
i
n
e
a
r
-
d
e
n
s
i
t
y
and
a
n
d
breaking-strength
b
r
e
a
k
i
n
g
-
s
t
r
e
n
g
t
h
tests
t
e
s
t
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
samples
s
a
m
p
l
e
s
from
f
r
o
m
each
e
a
c
h
batch
b
a
t
c
h
of
o
f
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
yarn
y
a
r
n
to
t
o
confirm
c
o
n
fi
r
m
that
t
h
a
t
the
t
h
e
material
m
a
t
e
r
i
a
l
properties
p
r
o
p
e
r
t
i
e
s
are
a
r
e
within
w
i
t
h
i
n
the
t
h
e
limits
l
i
m
i
t
s
specified.
s
p
e
c
i
fi
e
d
.
The
T
h
e
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
yarn
y
a
r
n
shall
s
h
a
l
l
be
b
e
wound
w
o
u
n
d
uniformly
u
n
i
f
o
r
m
l
y
onto
o
n
t
o
braiding
b
r
a
i
d
i
n
g
bobbins,
b
o
b
b
i
n
s
,
taking
t
a
k
i
n
g
care
c
a
r
e
to
t
o
minimize
m
i
n
i
m
i
z
e
fluD
fl
u
D
and
a
n
d
exclude
e
x
c
l
u
d
e
dirt,
d
i
r
t
,
oil,
o
i
l
,
or
o
r
other
o
t
h
e
r
extraneous
e
x
t
r
a
n
e
o
u
s
matter
m
a
t
t
e
r
from
f
r
o
m
the
t
h
e
package.
p
a
c
k
a
g
e
.
The
T
h
e
tension
t
e
n
s
i
o
n
in
i
n
each
e
a
c
h
yarn
y
a
r
n
shall
s
h
a
l
l
be
b
e
controlled
c
o
n
t
r
o
l
l
e
d
within
w
i
t
h
i
n
the
t
h
e
specified
s
p
e
c
i
fi
e
d
tension
t
e
n
s
i
o
n
tolerance.
t
o
l
e
r
a
n
c
e
.
Extraneous
E
x
t
r
a
n
e
o
u
s
fibers
fi
b
e
r
s
and
a
n
d
fluD
fl
u
D
shall
s
h
a
l
l
be
b
e
regularly
r
e
g
u
l
a
r
l
y
removed
r
e
m
o
v
e
d
from
f
r
o
m
the
t
h
e
braiding
b
r
a
i
d
i
n
g
machine.
m
a
c
h
i
n
e
.
The
T
h
e
tension
t
e
n
s
i
o
n
applied
a
p
p
l
i
e
d
to
t
o
the
t
h
e
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
yarn
y
a
r
n
during
d
u
r
i
n
g
manufacture
m
a
n
u
f
a
c
t
u
r
e
of
o
f
the
t
h
e
hose
h
o
s
e
shall
s
h
a
l
l
be
b
e
checked
c
h
e
c
k
e
d
for
f
o
r
each
e
a
c
h
bobbin
b
o
b
b
i
n
at
a
t
the
t
h
e
commencement
c
o
m
m
e
n
c
e
m
e
n
t
of
o
f
each
e
a
c
h
production
p
r
o
d
u
c
t
i
o
n
run,
r
u
n
,
and
a
n
d
thereafter
t
h
e
r
e
a
f
t
e
r
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification,
s
p
e
c
i
fi
c
a
t
i
o
n
,
which
w
h
i
c
h
shall
s
h
a
l
l
ensure
e
n
s
u
r
e
that
t
h
a
t
all
a
l
l
bobbins
b
o
b
b
i
n
s
are
a
r
e
checked
c
h
e
c
k
e
d
at
a
t
regular
r
e
g
u
l
a
r
intervals.
i
n
t
e
r
v
a
l
s
.
The
T
h
e
eDect
e
D
e
c
t
of
o
f
high
h
i
g
h
transient
t
r
a
n
s
i
e
n
t
braiding
b
r
a
i
d
i
n
g
tensions
t
e
n
s
i
o
n
s
and
a
n
d
resulting
r
e
s
u
l
t
i
n
g
hoop
h
o
o
p
forces
f
o
r
c
e
s
shall
s
h
a
l
l
be
b
e
addressed
a
d
d
r
e
s
s
e
d
to
t
o
ensure
e
n
s
u
r
e
bore
b
o
r
e
size
s
i
z
e
consistency.
c
o
n
s
i
s
t
e
n
c
y
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
Splices
S
p
l
i
c
e
s
in
i
n
the
t
h
e
braided
b
r
a
i
d
e
d
yarn
y
a
r
n
are
a
r
e
permitted,
p
e
r
m
i
t
t
e
d
,
provided
p
r
o
v
i
d
e
d
hose-performance
h
o
s
e
-
p
e
r
f
o
r
m
a
n
c
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
are
a
r
e
still
s
t
i
l
l
met,
m
e
t
,
and
a
n
d
shall
s
h
a
l
l
be
b
e
made
m
a
d
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification
s
p
e
c
i
fi
c
a
t
i
o
n
and
a
n
d
qualified.
q
u
a
l
i
fi
e
d
.
The
T
h
e
incidence
i
n
c
i
d
e
n
c
e
of
o
f
yarn
y
a
r
n
splices
s
p
l
i
c
e
s
shall
s
h
a
l
l
be
b
e
staggered
s
t
a
g
g
e
r
e
d
within
w
i
t
h
i
n
each
e
a
c
h
braid
b
r
a
i
d
and
a
n
d
between
b
e
t
w
e
e
n
braids,
b
r
a
i
d
s
,
so
s
o
that
t
h
a
t
no
n
o
two
t
w
o
splices
s
p
l
i
c
e
s
coincide.
c
o
i
n
c
i
d
e
.
The
T
h
e
distance
d
i
s
t
a
n
c
e
between
b
e
t
w
e
e
n
splices,
s
p
l
i
c
e
s
,
measured
m
e
a
s
u
r
e
d
along
a
l
o
n
g
the
t
h
e
axis
a
x
i
s
of
o
f
the
t
h
e
hose,
h
o
s
e
,
shall
s
h
a
l
l
be
b
e
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
During
D
u
r
i
n
g
application
a
p
p
l
i
c
a
t
i
o
n
of
o
f
the
t
h
e
reinforcement,
r
e
i
n
f
o
r
c
e
m
e
n
t
,
the
t
h
e
braided
b
r
a
i
d
e
d
liner
l
i
n
e
r
shall
s
h
a
l
l
be
b
e
inspected
i
n
s
p
e
c
t
e
d
during
d
u
r
i
n
g
spooling
s
p
o
o
l
i
n
g
to
t
o
ensure
e
n
s
u
r
e
that
t
h
a
t
there
t
h
e
r
e
are
a
r
e
no
n
o
visible
v
i
s
i
b
l
e
defects.
d
e
f
e
c
t
s
.
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
braiding,
b
r
a
i
d
i
n
g
,
the
t
h
e
storage
s
t
o
r
a
g
e
reel
r
e
e
l
shall
s
h
a
l
l
immediately
i
m
m
e
d
i
a
t
e
l
y
be
b
e
completely
c
o
m
p
l
e
t
e
l
y
covered
c
o
v
e
r
e
d
to
t
o
protect
p
r
o
t
e
c
t
the
t
h
e
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
from
f
r
o
m
airborne
a
i
r
b
o
r
n
e
contaminants
c
o
n
t
a
m
i
n
a
n
t
s
and
a
n
d
degradation
d
e
g
r
a
d
a
t
i
o
n
from
f
r
o
m
exposure
e
x
p
o
s
u
r
e
to
t
o
UV
U
V
radiation.
r
a
d
i
a
t
i
o
n
.
While
W
h
i
l
e
awaiting
a
w
a
i
t
i
n
g
completion,
c
o
m
p
l
e
t
i
o
n
,
the
t
h
e
braided
b
r
a
i
d
e
d
liner
l
i
n
e
r
shall
s
h
a
l
l
be
b
e
stored
s
t
o
r
e
d
in
i
n
a
a
controlled
c
o
n
t
r
o
l
l
e
d
dry
d
r
y
area
a
r
e
a
under
u
n
d
e
r
cover
c
o
v
e
r
and
a
n
d
protected
p
r
o
t
e
c
t
e
d
against
a
g
a
i
n
s
t
direct
d
i
r
e
c
t
sunlight,
s
u
n
l
i
g
h
t
,
dust,
d
u
s
t
,
and
a
n
d
other
o
t
h
e
r
potential
p
o
t
e
n
t
i
a
l
contaminants,
c
o
n
t
a
m
i
n
a
n
t
s
,
and
a
n
d
UV
U
V
radiation.
r
a
d
i
a
t
i
o
n
.
Storage
S
t
o
r
a
g
e
reel
r
e
e
l
surfaces
s
u
r
f
a
c
e
s
shall
s
h
a
l
l
be
b
e
smooth,
s
m
o
o
t
h
,
such
s
u
c
h
that
t
h
a
t
the
t
h
e
fiber
fi
b
e
r
is
i
s
not
n
o
t
damaged.
d
a
m
a
g
e
d
.
7.3.6.3
7
.
3
.
6
.
3
Sheath
S
h
e
a
t
h
Extrusion
E
x
t
r
u
s
i
o
n
Extrusion
E
x
t
r
u
s
i
o
n
of
o
f
the
t
h
e
hose
h
o
s
e
sheath
s
h
e
a
t
h
shall
s
h
a
l
l
follow
f
o
l
l
o
w
the
t
h
e
same
s
a
m
e
process
p
r
o
c
e
s
s
requirements
r
e
q
u
i
r
e
m
e
n
t
s
as
a
s
those
t
h
o
s
e
for
f
o
r
the
t
h
e
extrusion
e
x
t
r
u
s
i
o
n
of
o
f
the
t
h
e
liner,
l
i
n
e
r
,
with
w
i
t
h
the
t
h
e
exception
e
x
c
e
p
t
i
o
n
of
o
f
the
t
h
e
measurement
m
e
a
s
u
r
e
m
e
n
t
and
a
n
d
recording
r
e
c
o
r
d
i
n
g
of
o
f
quench-tank
q
u
e
n
c
h
-
t
a
n
k
vacuum
v
a
c
u
u
m
and
a
n
d
wall
w
a
l
l
thickness,
t
h
i
c
k
n
e
s
s
,
which
w
h
i
c
h
are
a
r
e
not
n
o
t
applicable.
a
p
p
l
i
c
a
b
l
e
.
The
T
h
e
reinforced
r
e
i
n
f
o
r
c
e
d
hose
h
o
s
e
liner
l
i
n
e
r
shall
s
h
a
l
l
be
b
e
kept
k
e
p
t
dry
d
r
y
prior
p
r
i
o
r
to
t
o
and
a
n
d
during
d
u
r
i
n
g
passage
p
a
s
s
a
g
e
through
t
h
r
o
u
g
h
the
t
h
e
extruder.
e
x
t
r
u
d
e
r
.
Care
C
a
r
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
to
t
o
ensure
e
n
s
u
r
e
that
t
h
a
t
the
t
h
e
reinforced
r
e
i
n
f
o
r
c
e
d
liner
l
i
n
e
r
is
i
s
not
n
o
t
stretched
s
t
r
e
t
c
h
e
d
and
a
n
d
that
t
h
a
t
the
t
h
e
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
is
i
s
not
n
o
t
disturbed
d
i
s
t
u
r
b
e
d
during
d
u
r
i
n
g
application
a
p
p
l
i
c
a
t
i
o
n
of
o
f
the
t
h
e
outer
o
u
t
e
r
sheath.
s
h
e
a
t
h
.
During
D
u
r
i
n
g
sheath
s
h
e
a
t
h
extrusion,
e
x
t
r
u
s
i
o
n
,
the
t
h
e
product
p
r
o
d
u
c
t
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
visual
v
i
s
u
a
l
inspection
i
n
s
p
e
c
t
i
o
n
to
t
o
ensure
e
n
s
u
r
e
uninterrupted
u
n
i
n
t
e
r
r
u
p
t
e
d
and
a
n
d
uniform
u
n
i
f
o
r
m
coverage,
c
o
v
e
r
a
g
e
,
and
a
n
d
that
t
h
a
t
no
n
o
extraneous
e
x
t
r
a
n
e
o
u
s
material
m
a
t
e
r
i
a
l
is
i
s
included
i
n
c
l
u
d
e
d
under
u
n
d
e
r
the
t
h
e
sheath.
s
h
e
a
t
h
.
Repairs
R
e
p
a
i
r
s
to
t
o
a
a
sheath
s
h
e
a
t
h
are
a
r
e
allowable
a
l
l
o
w
a
b
l
e
and
a
n
d
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
If
I
f
a
a
hose
h
o
s
e
is
i
s
intended
i
n
t
e
n
d
e
d
for
f
o
r
use
u
s
e
with
w
i
t
h
a
a
fluid
fl
u
i
d
that
t
h
a
t
can
c
a
n
permeate
p
e
r
m
e
a
t
e
the
t
h
e
liner
l
i
n
e
r
(typically
(
t
y
p
i
c
a
l
l
y
methane
m
e
t
h
a
n
e
and
a
n
d
methanol),
m
e
t
h
a
n
o
l
)
,
the
t
h
e
sheath
s
h
e
a
t
h
shall
s
h
a
l
l
be
b
e
adequately
a
d
e
q
u
a
t
e
l
y
vented
v
e
n
t
e
d
to
t
o
prevent
p
r
e
v
e
n
t
pressure
p
r
e
s
s
u
r
e
buildup
b
u
i
l
d
u
p
between
b
e
t
w
e
e
n
the
t
h
e
liner
l
i
n
e
r
and
a
n
d
sheath.
s
h
e
a
t
h
.
The
T
h
e
requirement
r
e
q
u
i
r
e
m
e
n
t
for
f
o
r
venting
v
e
n
t
i
n
g
shall
s
h
a
l
l
be
b
e
identified
i
d
e
n
t
i
fi
e
d
and
a
n
d
the
t
h
e
venting
v
e
n
t
i
n
g
method
m
e
t
h
o
d
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.3.7
7
.
3
.
7
Verification/Qualification
V
e
r
i
fi
c
a
t
i
o
n
/
Q
u
a
l
i
fi
c
a
t
i
o
n
Testing
T
e
s
t
i
n
g
7.3.7.1General
7
.
3
.
7
.
1
G
e
n
e
r
a
l
The
T
h
e
tests
t
e
s
t
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.7.2
7
.
3
.
7
.
2
to
t
o
7.3.7.13
7
.
3
.
7
.
1
3
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
verify
v
e
r
i
f
y
each
e
a
c
h
hose
h
o
s
e
design
d
e
s
i
g
n
and
a
n
d
provide
p
r
o
v
i
d
e
characterization
c
h
a
r
a
c
t
e
r
i
z
a
t
i
o
n
data.
d
a
t
a
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
If
I
f
the
t
h
e
hose
h
o
s
e
design
d
e
s
i
g
n
is
i
s
intended
i
n
t
e
n
d
e
d
for
f
o
r
use
u
s
e
where
w
h
e
r
e
more
m
o
r
e
than
t
h
a
n
one
o
n
e
length
l
e
n
g
t
h
of
o
f
hose
h
o
s
e
is
i
s
joined
j
o
i
n
e
d
by
b
y
a
a
coupling,
c
o
u
p
l
i
n
g
,
for
f
o
r
tests
t
e
s
t
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.7.5
7
.
3
.
7
.
5
to
t
o
7.3.7.7,
7
.
3
.
7
.
7
,
at
a
t
least
l
e
a
s
t
one
o
n
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
contain
c
o
n
t
a
i
n
the
t
h
e
coupling
c
o
u
p
l
i
n
g
design
d
e
s
i
g
n
constructed
c
o
n
s
t
r
u
c
t
e
d
with
w
i
t
h
its
i
t
s
service
s
e
r
v
i
c
e
material.
m
a
t
e
r
i
a
l
.
If
I
f
a
a
coupling
c
o
u
p
l
i
n
g
of
o
f
the
t
h
e
one-piece
o
n
e
-
p
i
e
c
e
design
d
e
s
i
g
n
is
i
s
employed
e
m
p
l
o
y
e
d
using
u
s
i
n
g
the
t
h
e
same
s
a
m
e
abutment
a
b
u
t
m
e
n
t
design
d
e
s
i
g
n
and
a
n
d
same
s
a
m
e
method
m
e
t
h
o
d
of
o
f
attachment
a
t
t
a
c
h
m
e
n
t
to
t
o
the
t
h
e
hose
h
o
s
e
on
o
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
hose
h
o
s
e
end
e
n
d
fittings,
fi
t
t
i
n
g
s
,
there
t
h
e
r
e
shall
s
h
a
l
l
be
b
e
a
a
requirement
r
e
q
u
i
r
e
m
e
n
t
only
o
n
l
y
to
t
o
perform
p
e
r
f
o
r
m
a
a
burst
b
u
r
s
t
test,
t
e
s
t
,
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.7.6,
7
.
3
.
7
.
6
,
to
t
o
verify
v
e
r
i
f
y
the
t
h
e
coupling
c
o
u
p
l
i
n
g
for
f
o
r
service.
s
e
r
v
i
c
e
.
In
I
n
addition,
a
d
d
i
t
i
o
n
,
the
t
h
e
test
t
e
s
t
procedure
p
r
o
c
e
d
u
r
e
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.7.11
7
.
3
.
7
.
1
1
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
if
i
f
threaded
t
h
r
e
a
d
e
d
couplings
c
o
u
p
l
i
n
g
s
are
a
r
e
to
t
o
be
b
e
incorporated.
i
n
c
o
r
p
o
r
a
t
e
d
.
If
I
f
a
a
material
m
a
t
e
r
i
a
l
is
i
s
specified
s
p
e
c
i
fi
e
d
that
t
h
a
t
is
i
s
of
o
f
higher
h
i
g
h
e
r
strength
s
t
r
e
n
g
t
h
than
t
h
a
n
a
a
design
d
e
s
i
g
n
that
t
h
a
t
has
h
a
s
already
a
l
r
e
a
d
y
been
b
e
e
n
verified,
v
e
r
i
fi
e
d
,
there
t
h
e
r
e
shall
s
h
a
l
l
be
b
e
no
n
o
requirement
r
e
q
u
i
r
e
m
e
n
t
to
t
o
undertake
u
n
d
e
r
t
a
k
e
impulse
i
m
p
u
l
s
e
testing.
t
e
s
t
i
n
g
.
Verification
V
e
r
i
fi
c
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
restricted
r
e
s
t
r
i
c
t
e
d
to
t
o
leakage
l
e
a
k
a
g
e
and
a
n
d
burst
b
u
r
s
t
testing
t
e
s
t
i
n
g
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.7.5
7
.
3
.
7
.
5
and
a
n
d
7.3.7.6.
7
.
3
.
7
.
6
.
NOTE
N
O
T
E
If
I
f
no
n
o
reference
r
e
f
e
r
e
n
c
e
is
i
s
made
m
a
d
e
to
t
o
an
a
n
end-fitting
e
n
d
-
fi
t
t
i
n
g
design,
d
e
s
i
g
n
,
for
f
o
r
expediency
e
x
p
e
d
i
e
n
c
y
this
t
h
i
s
may
m
a
y
be
b
e
carbon
c
a
r
b
o
n
steel
s
t
e
e
l
of
o
f
proprietary
p
r
o
p
r
i
e
t
a
r
y
design,
d
e
s
i
g
n
,
provided
p
r
o
v
i
d
e
d
the
t
h
e
performance
p
e
r
f
o
r
m
a
n
c
e
does
d
o
e
s
not
n
o
t
degrade
d
e
g
r
a
d
e
the
t
h
e
test
t
e
s
t
performance
p
e
r
f
o
r
m
a
n
c
e
requirements.
r
e
q
u
i
r
e
m
e
n
t
s
.
7.3.7.2
7
.
3
.
7
.
2
Test
T
e
s
t
Fluid
F
l
u
i
d
The
T
h
e
test
t
e
s
t
fluid
fl
u
i
d
shall
s
h
a
l
l
be
b
e
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
standard
s
t
a
n
d
a
r
d
test
t
e
s
t
fluid
fl
u
i
d
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
fluid
fl
u
i
d
used
u
s
e
d
for
f
o
r
each
e
a
c
h
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
recorded
r
e
c
o
r
d
e
d
as
a
s
part
p
a
r
t
of
o
f
the
t
h
e
test
t
e
s
t
report.
r
e
p
o
r
t
.
Unless
U
n
l
e
s
s
otherwise
o
t
h
e
r
w
i
s
e
specified,
s
p
e
c
i
fi
e
d
,
all
a
l
l
pressure
p
r
e
s
s
u
r
e
measurements
m
e
a
s
u
r
e
m
e
n
t
s
shall
s
h
a
l
l
be
b
e
made
m
a
d
e
at
a
t
the
t
h
e
hose
h
o
s
e
inlet.
i
n
l
e
t
.
7.3.7.3
7
.
3
.
7
.
3
Visual
V
i
s
u
a
l
and
a
n
d
Dimensional
D
i
m
e
n
s
i
o
n
a
l
One
O
n
e
unaged
u
n
a
g
e
d
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
sample
s
a
m
p
l
e
of
o
f
150
1
5
0
mm
m
m
(5.91
(
5
.
9
1
in.)
i
n
.
)
minimum
m
i
n
i
m
u
m
length
l
e
n
g
t
h
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
a
a
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
hose
h
o
s
e
length.
l
e
n
g
t
h
.
During
D
u
r
i
n
g
the
t
h
e
dimensional
d
i
m
e
n
s
i
o
n
a
l
tests,
t
e
s
t
s
,
the
t
h
e
hose
h
o
s
e
shall
s
h
a
l
l
be
b
e
visually
v
i
s
u
a
l
l
y
examined
e
x
a
m
i
n
e
d
and
a
n
d
shall
s
h
a
l
l
be
b
e
free
f
r
e
e
from
f
r
o
m
damage,
d
a
m
a
g
e
,
irregularities,
i
r
r
e
g
u
l
a
r
i
t
i
e
s
,
and
a
n
d
visual
v
i
s
u
a
l
non-
n
o
n
-
conformances
c
o
n
f
o
r
m
a
n
c
e
s
in
i
n
each
e
a
c
h
part
p
a
r
t
of
o
f
the
t
h
e
construction.
c
o
n
s
t
r
u
c
t
i
o
n
.
Measurements
M
e
a
s
u
r
e
m
e
n
t
s
of
o
f
the
t
h
e
following
f
o
l
l
o
w
i
n
g
parameters
p
a
r
a
m
e
t
e
r
s
of
o
f
each
e
a
c
h
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
made
m
a
d
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
procedure:
p
r
o
c
e
d
u
r
e
:
-
internal
i
n
t
e
r
n
a
l
diameter;
d
i
a
m
e
t
e
r
;
-
diameter
d
i
a
m
e
t
e
r
over
o
v
e
r
reinforcement;
r
e
i
n
f
o
r
c
e
m
e
n
t
;
-
external
e
x
t
e
r
n
a
l
diameter;
d
i
a
m
e
t
e
r
;
-
hose
h
o
s
e
concentricity;
c
o
n
c
e
n
t
r
i
c
i
t
y
;
-
liner
l
i
n
e
r
wall
w
a
l
l
thickness.
t
h
i
c
k
n
e
s
s
.
The
T
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification
s
p
e
c
i
fi
c
a
t
i
o
n
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
a
a
dimensional
d
i
m
e
n
s
i
o
n
a
l
specification
s
p
e
c
i
fi
c
a
t
i
o
n
for
f
o
r
the
t
h
e
hose,
h
o
s
e
,
clearly
c
l
e
a
r
l
y
stating
s
t
a
t
i
n
g
the
t
h
e
values
v
a
l
u
e
s
and
a
n
d
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
tolerances
t
o
l
e
r
a
n
c
e
s
for
f
o
r
the
t
h
e
above
a
b
o
v
e
parameters.
p
a
r
a
m
e
t
e
r
s
.
The
T
h
e
values
v
a
l
u
e
s
and
a
n
d
tolerances
t
o
l
e
r
a
n
c
e
s
shall
s
h
a
l
l
not
n
o
t
exceed
e
x
c
e
e
d
those
t
h
o
s
e
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.2.
7
.
3
.
2
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.3.7.4
7
.
3
.
7
.
4
Change
C
h
a
n
g
e
in
i
n
Length
L
e
n
g
t
h
One
O
n
e
unaged
u
n
a
g
e
d
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
a
a
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
hose
h
o
s
e
length.
l
e
n
g
t
h
.
The
T
h
e
sample
s
a
m
p
l
e
length,
l
e
n
g
t
h
,
measured
m
e
a
s
u
r
e
d
between
b
e
t
w
e
e
n
the
t
h
e
hose
h
o
s
e
end
e
n
d
fittings,
fi
t
t
i
n
g
s
,
shall
s
h
a
l
l
not
n
o
t
be
b
e
less
l
e
s
s
than
t
h
a
n
400
4
0
0
mm
m
m
(15.75
(
1
5
.
7
5
in
i
n
).
)
.
The
T
h
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
each
e
a
c
h
sample
s
a
m
p
l
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
change-in-length
c
h
a
n
g
e
-
i
n
-
l
e
n
g
t
h
test
t
e
s
t
for
f
o
r
hydraulic
h
y
d
r
a
u
l
i
c
hoses
h
o
s
e
s
specified
s
p
e
c
i
fi
e
d
in
i
n
ISO
I
S
O
1402
1
4
0
2
at
a
t
a
a
test
t
e
s
t
pressure
p
r
e
s
s
u
r
e
equal
e
q
u
a
l
to
t
o
the
t
h
e
DP.
D
P
.
The
T
h
e
measured
m
e
a
s
u
r
e
d
change
c
h
a
n
g
e
in
i
n
length
l
e
n
g
t
h
shall
s
h
a
l
l
be
b
e
within
w
i
t
h
i
n
the
t
h
e
range
r
a
n
g
e
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.4.3.
7
.
3
.
4
.
3
.
7.3.7.5
7
.
3
.
7
.
5
Leakage
L
e
a
k
a
g
e
One
O
n
e
unaged
u
n
a
g
e
d
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
a
a
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
hose
h
o
s
e
length
l
e
n
g
t
h
and
a
n
d
assembled
a
s
s
e
m
b
l
e
d
with
w
i
t
h
the
t
h
e
intended
i
n
t
e
n
d
e
d
material
m
a
t
e
r
i
a
l
and
a
n
d
design
d
e
s
i
g
n
of
o
f
end
e
n
d
fitting
fi
t
t
i
n
g
incorporated
i
n
c
o
r
p
o
r
a
t
e
d
at
a
t
each
e
a
c
h
end
e
n
d
of
o
f
each
e
a
c
h
sample.
s
a
m
p
l
e
.
The
T
h
e
sample
s
a
m
p
l
e
length,
l
e
n
g
t
h
,
measured
m
e
a
s
u
r
e
d
between
b
e
t
w
e
e
n
the
t
h
e
hose
h
o
s
e
end
e
n
d
fittings,
fi
t
t
i
n
g
s
,
shall
s
h
a
l
l
not
n
o
t
be
b
e
less
l
e
s
s
than
t
h
a
n
400
4
0
0
mm
m
m
(15.75
(
1
5
.
7
5
in
i
n
).
)
.
The
T
h
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
each
e
a
c
h
sample
s
a
m
p
l
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
leakage
l
e
a
k
a
g
e
test
t
e
s
t
for
f
o
r
hydraulic
h
y
d
r
a
u
l
i
c
hoses
h
o
s
e
s
specified
s
p
e
c
i
fi
e
d
in
i
n
ISO
I
S
O
1402.
1
4
0
2
.
There
T
h
e
r
e
shall
s
h
a
l
l
be
b
e
no
n
o
evidence
e
v
i
d
e
n
c
e
of
o
f
leakage
l
e
a
k
a
g
e
during
d
u
r
i
n
g
or
o
r
on
o
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
the
t
h
e
test.
t
e
s
t
.
7.3.7.6
7
.
3
.
7
.
6
Burst
B
u
r
s
t
One
O
n
e
unaged
u
n
a
g
e
d
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
a
a
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
hose
h
o
s
e
length
l
e
n
g
t
h
and
a
n
d
assembled
a
s
s
e
m
b
l
e
d
with
w
i
t
h
the
t
h
e
intended
i
n
t
e
n
d
e
d
material
m
a
t
e
r
i
a
l
and
a
n
d
design
d
e
s
i
g
n
of
o
f
end
e
n
d
fitting
fi
t
t
i
n
g
incorporated
i
n
c
o
r
p
o
r
a
t
e
d
at
a
t
each
e
a
c
h
end
e
n
d
of
o
f
each
e
a
c
h
sample.
s
a
m
p
l
e
.
Two
T
w
o
further
f
u
r
t
h
e
r
samples
s
a
m
p
l
e
s
shall
s
h
a
l
l
be
b
e
prepared
p
r
e
p
a
r
e
d
with
w
i
t
h
a
a
minimum
m
i
n
i
m
u
m
of
o
f
one
o
n
e
splice
s
p
l
i
c
e
in
i
n
the
t
h
e
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
of
o
f
each
e
a
c
h
sample
s
a
m
p
l
e
made
m
a
d
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
These
T
h
e
s
e
particular
p
a
r
t
i
c
u
l
a
r
samples
s
a
m
p
l
e
s
shall
s
h
a
l
l
be
b
e
clearly
c
l
e
a
r
l
y
marked,
m
a
r
k
e
d
,
showing
s
h
o
w
i
n
g
the
t
h
e
position
p
o
s
i
t
i
o
n
of
o
f
each
e
a
c
h
splice.
s
p
l
i
c
e
.
The
T
h
e
sample
s
a
m
p
l
e
length,
l
e
n
g
t
h
,
measured
m
e
a
s
u
r
e
d
between
b
e
t
w
e
e
n
the
t
h
e
hose
h
o
s
e
end
e
n
d
fittings,
fi
t
t
i
n
g
s
,
shall
s
h
a
l
l
not
n
o
t
be
b
e
less
l
e
s
s
than
t
h
a
n
400
4
0
0
mm
m
m
(15.75
(
1
5
.
7
5
in
i
n
).
)
.
Each
E
a
c
h
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
tested
t
e
s
t
e
d
using
u
s
i
n
g
the
t
h
e
burst-pressure
b
u
r
s
t
-
p
r
e
s
s
u
r
e
test
t
e
s
t
for
f
o
r
hydraulic
h
y
d
r
a
u
l
i
c
hoses
h
o
s
e
s
specified
s
p
e
c
i
fi
e
d
in
i
n
ISO
I
S
O
1402
1
4
0
2
at
a
t
the
t
h
e
standard
s
t
a
n
d
a
r
d
laboratory/ambient
l
a
b
o
r
a
t
o
r
y
/
a
m
b
i
e
n
t
temperature.
t
e
m
p
e
r
a
t
u
r
e
.
Test
T
e
s
t
results
r
e
s
u
l
t
s
for
f
o
r
samples
s
a
m
p
l
e
s
with
w
i
t
h
splices
s
p
l
i
c
e
s
and
a
n
d
samples
s
a
m
p
l
e
s
without
w
i
t
h
o
u
t
splices
s
p
l
i
c
e
s
shall
s
h
a
l
l
be
b
e
recorded.
r
e
c
o
r
d
e
d
.
The
T
h
e
burst
b
u
r
s
t
pressure
p
r
e
s
s
u
r
e
shall
s
h
a
l
l
not
n
o
t
be
b
e
less
l
e
s
s
than
t
h
a
n
the
t
h
e
value
v
a
l
u
e
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.4.1.
7
.
3
.
4
.
1
.
NOTE
N
O
T
E
This
T
h
i
s
test
t
e
s
t
may
m
a
y
be
b
e
combined
c
o
m
b
i
n
e
d
with
w
i
t
h
the
t
h
e
change-in-length
c
h
a
n
g
e
-
i
n
-
l
e
n
g
t
h
test
t
e
s
t
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.7.4
7
.
3
.
7
.
4
after
a
f
t
e
r
having
h
a
v
i
n
g
first
fi
r
s
t
performed
p
e
r
f
o
r
m
e
d
the
t
h
e
change-in-length
c
h
a
n
g
e
-
i
n
-
l
e
n
g
t
h
test.
t
e
s
t
.
7.3.7.7
7
.
3
.
7
.
7
Impulse
I
m
p
u
l
s
e
Two
T
w
o
unaged
u
n
a
g
e
d
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
samples
s
a
m
p
l
e
s
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
a
a
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
hose
h
o
s
e
length
l
e
n
g
t
h
(four
(
f
o
u
r
samples
s
a
m
p
l
e
s
in
i
n
total).
t
o
t
a
l
)
.
Two
T
w
o
further
f
u
r
t
h
e
r
samples
s
a
m
p
l
e
s
shall
s
h
a
l
l
be
b
e
prepared,
p
r
e
p
a
r
e
d
,
with
w
i
t
h
a
a
minimum
m
i
n
i
m
u
m
of
o
f
one
o
n
e
splice
s
p
l
i
c
e
in
i
n
the
t
h
e
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
made
m
a
d
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
splices
s
p
l
i
c
e
s
shall
s
h
a
l
l
be
b
e
located
l
o
c
a
t
e
d
nominally
n
o
m
i
n
a
l
l
y
in
i
n
the
t
h
e
center
c
e
n
t
e
r
of
o
f
the
t
h
e
test
t
e
s
t
sample
s
a
m
p
l
e
and
a
n
d
their
t
h
e
i
r
location
l
o
c
a
t
i
o
n
clearly
c
l
e
a
r
l
y
identified.
i
d
e
n
t
i
fi
e
d
.
End
E
n
d
fittings
fi
t
t
i
n
g
s
shall
s
h
a
l
l
be
b
e
attached
a
t
t
a
c
h
e
d
to
t
o
each
e
a
c
h
sample
s
a
m
p
l
e
using
u
s
i
n
g
the
t
h
e
same
s
a
m
e
procedure
p
r
o
c
e
d
u
r
e
that
t
h
a
t
is
i
s
being
b
e
i
n
g
used
u
s
e
d
to
t
o
attach
a
t
t
a
c
h
the
t
h
e
fittings
fi
t
t
i
n
g
s
being
b
e
i
n
g
employed
e
m
p
l
o
y
e
d
in
i
n
service.
s
e
r
v
i
c
e
.
At
A
t
least
l
e
a
s
t
four
f
o
u
r
end
e
n
d
fittings
fi
t
t
i
n
g
s
shall
s
h
a
l
l
be
b
e
of
o
f
the
t
h
e
same
s
a
m
e
design
d
e
s
i
g
n
and
a
n
d
construction
c
o
n
s
t
r
u
c
t
i
o
n
material
m
a
t
e
r
i
a
l
as
a
s
those
t
h
o
s
e
being
b
e
i
n
g
employed
e
m
p
l
o
y
e
d
in
i
n
service.
s
e
r
v
i
c
e
.
The
T
h
e
sample
s
a
m
p
l
e
length
l
e
n
g
t
h
shall
s
h
a
l
l
be
b
e
calculated
c
a
l
c
u
l
a
t
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ISO
I
S
O
6803:2008,
6
8
0
3
:
2
0
0
8
,
Figure
F
i
g
u
r
e
1.
1
.
All
A
l
l
hose
h
o
s
e
assemblies
a
s
s
e
m
b
l
i
e
s
shall
s
h
a
l
l
be
b
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
a
a
proof-pressure
p
r
o
o
f
-
p
r
e
s
s
u
r
e
test
t
e
s
t
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
ISO
I
S
O
1402
1
4
0
2
before
b
e
f
o
r
e
commencing
c
o
m
m
e
n
c
i
n
g
the
t
h
e
impulse
i
m
p
u
l
s
e
test.
t
e
s
t
.
The
T
h
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
conducted
c
o
n
d
u
c
t
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
impulse
i
m
p
u
l
s
e
test
t
e
s
t
procedure
p
r
o
c
e
d
u
r
e
specified
s
p
e
c
i
fi
e
d
in
i
n
ISO
I
S
O
6803
6
8
0
3
at
a
t
the
t
h
e
reduced
r
e
d
u
c
e
d
test-fluid
t
e
s
t
-
fl
u
i
d
temperature
t
e
m
p
e
r
a
t
u
r
e
of
o
f
55
5
5
°C
°
C
±
±
3
3
°C
°
C
(131
(
1
3
1
°F
°
F
±
±
5
5
°F).
°
F
)
.
Compatibility
C
o
m
p
a
t
i
b
i
l
i
t
y
of
o
f
the
t
h
e
test
t
e
s
t
fluid
fl
u
i
d
with
w
i
t
h
the
t
h
e
hose
h
o
s
e
liner
l
i
n
e
r
shall
s
h
a
l
l
be
b
e
confirmed
c
o
n
fi
r
m
e
d
prior
p
r
i
o
r
to
t
o
commencement
c
o
m
m
e
n
c
e
m
e
n
t
of
o
f
the
t
h
e
test.
t
e
s
t
.
The
T
h
e
test
t
e
s
t
pressure
p
r
e
s
s
u
r
e
shall
s
h
a
l
l
be
b
e
1.33
1
.
3
3
x
x
DP,
D
P
,
and
a
n
d
the
t
h
e
hose
h
o
s
e
shall
s
h
a
l
l
withstand
w
i
t
h
s
t
a
n
d
a
a
minimum
m
i
n
i
m
u
m
of
o
f
200,000
2
0
0
,
0
0
0
cycles
c
y
c
l
e
s
without
w
i
t
h
o
u
t
any
a
n
y
signs
s
i
g
n
s
of
o
f
leakage
l
e
a
k
a
g
e
or
o
r
failure.
f
a
i
l
u
r
e
.
NOTE
N
O
T
E
For
F
o
r
hoses
h
o
s
e
s
greater
g
r
e
a
t
e
r
than
t
h
a
n
25.4
2
5
.
4
mm
m
m
(1
(
1
in.)
i
n
.
)
nominal
n
o
m
i
n
a
l
bore,
b
o
r
e
,
design
d
e
s
i
g
n
pressures
p
r
e
s
s
u
r
e
s
higher
h
i
g
h
e
r
than
t
h
a
n
those
t
h
o
s
e
specified
s
p
e
c
i
fi
e
d
in
i
n
Table
T
a
b
l
e
F.1,
F
.
1
,
hoses
h
o
s
e
s
constructed
c
o
n
s
t
r
u
c
t
e
d
with
w
i
t
h
an
a
n
internal
i
n
t
e
r
n
a
l
carcass
c
a
r
c
a
s
s
to
t
o
provide
p
r
o
v
i
d
e
support
s
u
p
p
o
r
t
against
a
g
a
i
n
s
t
external
e
x
t
e
r
n
a
l
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure,
p
r
e
s
s
u
r
e
,
alternative
a
l
t
e
r
n
a
t
i
v
e
installed
i
n
s
t
a
l
l
e
d
test
t
e
s
t
configurations,
c
o
n
fi
g
u
r
a
t
i
o
n
s
,
pressure
p
r
e
s
s
u
r
e
waveforms,
w
a
v
e
f
o
r
m
s
,
and/or
a
n
d
/
o
r
number
n
u
m
b
e
r
of
o
f
cycles
c
y
c
l
e
s
forming
f
o
r
m
i
n
g
the
t
h
e
acceptance/rejection
a
c
c
e
p
t
a
n
c
e
/
r
e
j
e
c
t
i
o
n
criteria
c
r
i
t
e
r
i
a
may
m
a
y
be
b
e
acceptable,
a
c
c
e
p
t
a
b
l
e
,
as
a
s
defined
d
e
fi
n
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.3.7.8
7
.
3
.
7
.
8
Cold
C
o
l
d
Bend
B
e
n
d
One
O
n
e
unaged
u
n
a
g
e
d
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
the
t
h
e
end
e
n
d
of
o
f
a
a
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
hose
h
o
s
e
length.
l
e
n
g
t
h
.
The
T
h
e
sample
s
a
m
p
l
e
length,
l
e
n
g
t
h
,
measured
m
e
a
s
u
r
e
d
between
b
e
t
w
e
e
n
the
t
h
e
hose
h
o
s
e
end
e
n
d
fittings,
fi
t
t
i
n
g
s
,
shall
s
h
a
l
l
not
n
o
t
be
b
e
less
l
e
s
s
than
t
h
a
n
400
4
0
0
mm
m
m
(15.75
(
1
5
.
7
5
in
i
n
).
)
.
The
T
h
e
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
carried
c
a
r
r
i
e
d
out
o
u
t
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
cold
c
o
l
d
flexibility
fl
e
x
i
b
i
l
i
t
y
test
t
e
s
t
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ISO
I
S
O
10619-2:2011,
1
0
6
1
9
-
2
:
2
0
1
1
,
method
m
e
t
h
o
d
B,
B
,
where
w
h
e
r
e
the
t
h
e
test
t
e
s
t
temperature
t
e
m
p
e
r
a
t
u
r
e
is
i
s
-
-
40
4
0
°C
°
C
±
±
3
3
°C
°
C
(-
(
-
40
4
0
°F
°
F
±
±
5
5
°F).
°
F
)
.
The
T
h
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
fail
f
a
i
l
the
t
h
e
test
t
e
s
t
if
i
f
any
a
n
y
signs
s
i
g
n
s
of
o
f
leakage,
l
e
a
k
a
g
e
,
distortion,
d
i
s
t
o
r
t
i
o
n
,
or
o
r
cracking
c
r
a
c
k
i
n
g
are
a
r
e
apparent.
a
p
p
a
r
e
n
t
.
NOTE
N
O
T
E
Tests
T
e
s
t
s
previously
p
r
e
v
i
o
u
s
l
y
conducted
c
o
n
d
u
c
t
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
superseded
s
u
p
e
r
s
e
d
e
d
ISO
I
S
O
4672:1997
4
6
7
2
:
1
9
9
7
remain
r
e
m
a
i
n
valid
v
a
l
i
d
for
f
o
r
purposes
p
u
r
p
o
s
e
s
of
o
f
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
and
a
n
d
do
d
o
not
n
o
t
need
n
e
e
d
to
t
o
be
b
e
re-performed.
r
e
-
p
e
r
f
o
r
m
e
d
.
7.3.7.9
7
.
3
.
7
.
9
Collapse
C
o
l
l
a
p
s
e
A
A
sample
s
a
m
p
l
e
of
o
f
hose,
h
o
s
e
,
with
w
i
t
h
a
a
length
l
e
n
g
t
h
of
o
f
not
n
o
t
less
l
e
s
s
than
t
h
a
n
500
5
0
0
mm
m
m
(19.69
(
1
9
.
6
9
in.)
i
n
.
)
between
b
e
t
w
e
e
n
end
e
n
d
fittings,
fi
t
t
i
n
g
s
,
shall
s
h
a
l
l
be
b
e
installed
i
n
s
t
a
l
l
e
d
in
i
n
a
a
pressure
p
r
e
s
s
u
r
e
vessel
v
e
s
s
e
l
and
a
n
d
bent
b
e
n
t
to
t
o
its
i
t
s
minimum
m
i
n
i
m
u
m
bend
b
e
n
d
radius.
r
a
d
i
u
s
.
The
T
h
e
hose
h
o
s
e
shall
s
h
a
l
l
be
b
e
filled
fi
l
l
e
d
with
w
i
t
h
water
w
a
t
e
r
until
u
n
t
i
l
the
t
h
e
water
w
a
t
e
r
reaches
r
e
a
c
h
e
s
a
a
burette
b
u
r
e
t
t
e
on
o
n
the
t
h
e
end
e
n
d
of
o
f
the
t
h
e
hose.
h
o
s
e
.
The
T
h
e
vessel
v
e
s
s
e
l
shall
s
h
a
l
l
be
b
e
filled
fi
l
l
e
d
with
w
i
t
h
water
w
a
t
e
r
and
a
n
d
the
t
h
e
pressure
p
r
e
s
s
u
r
e
gradually
g
r
a
d
u
a
l
l
y
increased
i
n
c
r
e
a
s
e
d
at
a
t
a
a
rate
r
a
t
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
As
A
s
the
t
h
e
pressure
p
r
e
s
s
u
r
e
increases,
i
n
c
r
e
a
s
e
s
,
there
t
h
e
r
e
is
i
s
an
a
n
increase
i
n
c
r
e
a
s
e
in
i
n
fluid
fl
u
i
d
volume
v
o
l
u
m
e
expelled
e
x
p
e
l
l
e
d
into
i
n
t
o
the
t
h
e
burette
b
u
r
e
t
t
e
at
a
t
a
a
small
s
m
a
l
l
but
b
u
t
discernible
d
i
s
c
e
r
n
i
b
l
e
rate.
r
a
t
e
.
The
T
h
e
pressure
p
r
e
s
s
u
r
e
at
a
t
which
w
h
i
c
h
this
t
h
i
s
volume
v
o
l
u
m
e
rapidly
r
a
p
i
d
l
y
increases
i
n
c
r
e
a
s
e
s
shall
s
h
a
l
l
be
b
e
noted.
n
o
t
e
d
.
This
T
h
i
s
is
i
s
the
t
h
e
pressure
p
r
e
s
s
u
r
e
at
a
t
which
w
h
i
c
h
the
t
h
e
hose
h
o
s
e
has
h
a
s
collapsed.
c
o
l
l
a
p
s
e
d
.
The
T
h
e
pressure
p
r
e
s
s
u
r
e
at
a
t
which
w
h
i
c
h
the
t
h
e
hose
h
o
s
e
collapses
c
o
l
l
a
p
s
e
s
shall
s
h
a
l
l
exceed
e
x
c
e
e
d
the
t
h
e
value
v
a
l
u
e
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.4.2.
7
.
3
.
4
.
2
.
7.3.7.10
7
.
3
.
7
.
1
0
Volumetric
V
o
l
u
m
e
t
r
i
c
Expansion
E
x
p
a
n
s
i
o
n
One
O
n
e
unaged
u
n
a
g
e
d
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
hose
h
o
s
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
volumetric
v
o
l
u
m
e
t
r
i
c
expansion
e
x
p
a
n
s
i
o
n
testing
t
e
s
t
i
n
g
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
procedure
p
r
o
c
e
d
u
r
e
described
d
e
s
c
r
i
b
e
d
in
i
n
Annex
A
n
n
e
x
G.
G
.
The
T
h
e
results
r
e
s
u
l
t
s
from
f
r
o
m
this
t
h
i
s
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
to
t
o
characterize
c
h
a
r
a
c
t
e
r
i
z
e
a
a
hose
h
o
s
e
design,
d
e
s
i
g
n
,
and
a
n
d
do
d
o
not
n
o
t
constitute
c
o
n
s
t
i
t
u
t
e
acceptance/rejection
a
c
c
e
p
t
a
n
c
e
/
r
e
j
e
c
t
i
o
n
criteria.
c
r
i
t
e
r
i
a
.
NOTE
N
O
T
E
Volumetric
V
o
l
u
m
e
t
r
i
c
expansion
e
x
p
a
n
s
i
o
n
measurements
m
e
a
s
u
r
e
m
e
n
t
s
made
m
a
d
e
on
o
n
sample
s
a
m
p
l
e
lengths
l
e
n
g
t
h
s
do
d
o
not
n
o
t
correlate
c
o
r
r
e
l
a
t
e
directly
d
i
r
e
c
t
l
y
with
w
i
t
h
hoses
h
o
s
e
s
in
i
n
an
a
n
installed
i
n
s
t
a
l
l
e
d
umbilical
u
m
b
i
l
i
c
a
l
system.
s
y
s
t
e
m
.
Factors
F
a
c
t
o
r
s
such
s
u
c
h
as
a
s
frictional
f
r
i
c
t
i
o
n
a
l
losses
l
o
s
s
e
s
in
i
n
long
l
o
n
g
hydraulic
h
y
d
r
a
u
l
i
c
lines,
l
i
n
e
s
,
the
t
h
e
presence
p
r
e
s
e
n
c
e
of
o
f
adjacent
a
d
j
a
c
e
n
t
hoses,
h
o
s
e
s
,
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
head
h
e
a
d
due
d
u
e
to
t
o
vertical
v
e
r
t
i
c
a
l
installed
i
n
s
t
a
l
l
e
d
umbilical
u
m
b
i
l
i
c
a
l
sections,
s
e
c
t
i
o
n
s
,
seabed
s
e
a
b
e
d
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure,
p
r
e
s
s
u
r
e
,
etc.,
e
t
c
.
,
can
c
a
n
all
a
l
l
contribute
c
o
n
t
r
i
b
u
t
e
to
t
o
the
t
h
e
diDerences.
d
i
D
e
r
e
n
c
e
s
.
7.3.7.11
7
.
3
.
7
.
1
1
End-fitting
E
n
d
-
fi
t
t
i
n
g
Rotation
R
o
t
a
t
i
o
n
Two
T
w
o
unaged
u
n
a
g
e
d
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
hose
h
o
s
e
samples
s
a
m
p
l
e
s
of
o
f
length
l
e
n
g
t
h
not
n
o
t
less
l
e
s
s
than
t
h
a
n
600
6
0
0
mm
m
m
(23.62
(
2
3
.
6
2
in.)
i
n
.
)
shall
s
h
a
l
l
have
h
a
v
e
swivel
s
w
i
v
e
l
female
f
e
m
a
l
e
service-design
s
e
r
v
i
c
e
-
d
e
s
i
g
n
fittings
fi
t
t
i
n
g
s
attached
a
t
t
a
c
h
e
d
at
a
t
one
o
n
e
end
e
n
d
only.
o
n
l
y
.
The
T
h
e
other
o
t
h
e
r
ends
e
n
d
s
shall
s
h
a
l
l
be
b
e
terminated
t
e
r
m
i
n
a
t
e
d
with
w
i
t
h
any
a
n
y
convenient
c
o
n
v
e
n
i
e
n
t
end
e
n
d
fitting
fi
t
t
i
n
g
that
t
h
a
t
is
i
s
not
n
o
t
detrimental
d
e
t
r
i
m
e
n
t
a
l
to
t
o
the
t
h
e
outcome
o
u
t
c
o
m
e
of
o
f
the
t
h
e
test.
t
e
s
t
.
The
T
h
e
service-design
s
e
r
v
i
c
e
-
d
e
s
i
g
n
female
f
e
m
a
l
e
connections
c
o
n
n
e
c
t
i
o
n
s
shall
s
h
a
l
l
be
b
e
mated
m
a
t
e
d
using
u
s
i
n
g
a
a
male-male
m
a
l
e
-
m
a
l
e
adapter
a
d
a
p
t
e
r
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
from
f
r
o
m
the
t
h
e
same
s
a
m
e
material
m
a
t
e
r
i
a
l
and
a
n
d
tightened
t
i
g
h
t
e
n
e
d
to
t
o
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
recommended
r
e
c
o
m
m
e
n
d
e
d
sealing
s
e
a
l
i
n
g
torque.
t
o
r
q
u
e
.
One
O
n
e
end
e
n
d
of
o
f
the
t
h
e
mated
m
a
t
e
d
arrangement
a
r
r
a
n
g
e
m
e
n
t
shall
s
h
a
l
l
be
b
e
clamped;
c
l
a
m
p
e
d
;
the
t
h
e
other
o
t
h
e
r
end
e
n
d
shall
s
h
a
l
l
have
h
a
v
e
a
a
minimum
m
i
n
i
m
u
m
of
o
f
90°
9
0
°
twist
t
w
i
s
t
imparted
i
m
p
a
r
t
e
d
before
b
e
f
o
r
e
being
b
e
i
n
g
clamped.
c
l
a
m
p
e
d
.
The
T
h
e
direction
d
i
r
e
c
t
i
o
n
of
o
f
twist
t
w
i
s
t
shall
s
h
a
l
l
be
b
e
in
i
n
the
t
h
e
direction
d
i
r
e
c
t
i
o
n
required
r
e
q
u
i
r
e
d
to
t
o
unscrew
u
n
s
c
r
e
w
the
t
h
e
mated
m
a
t
e
d
fittings
fi
t
t
i
n
g
s
at
a
t
the
t
h
e
center
c
e
n
t
e
r
of
o
f
the
t
h
e
test
t
e
s
t
arrangement.
a
r
r
a
n
g
e
m
e
n
t
.
Hydrostatic
H
y
d
r
o
s
t
a
t
i
c
pressure
p
r
e
s
s
u
r
e
cycling
c
y
c
l
i
n
g
between
b
e
t
w
e
e
n
zero
z
e
r
o
and
a
n
d
1.5
1
.
5
x
x
DP
D
P
shall
s
h
a
l
l
be
b
e
applied
a
p
p
l
i
e
d
10
1
0
times
t
i
m
e
s
consecutively,
c
o
n
s
e
c
u
t
i
v
e
l
y
,
at
a
t
a
a
frequency
f
r
e
q
u
e
n
c
y
of
o
f
less
l
e
s
s
than
t
h
a
n
1.5
1
.
5
cycles
c
y
c
l
e
s
per
p
e
r
minute.
m
i
n
u
t
e
.
The
T
h
e
time
t
i
m
e
for
f
o
r
the
t
h
e
test
t
e
s
t
pressure
p
r
e
s
s
u
r
e
rise
r
i
s
e
and
a
n
d
decay
d
e
c
a
y
shall
s
h
a
l
l
be
b
e
a
a
minimum
m
i
n
i
m
u
m
of
o
f
10
1
0
seconds.
s
e
c
o
n
d
s
.
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
10
1
0
cycles,
c
y
c
l
e
s
,
the
t
h
e
pressure
p
r
e
s
s
u
r
e
shall
s
h
a
l
l
be
b
e
held
h
e
l
d
constant
c
o
n
s
t
a
n
t
at
a
t
1.5
1
.
5
x
x
DP
D
P
for
f
o
r
a
a
minimum
m
i
n
i
m
u
m
of
o
f
10
1
0
minutes.
m
i
n
u
t
e
s
.
The
T
h
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
inspected
i
n
s
p
e
c
t
e
d
for
f
o
r
signs
s
i
g
n
s
of
o
f
leakage
l
e
a
k
a
g
e
and
a
n
d
distortion.
d
i
s
t
o
r
t
i
o
n
.
Any
A
n
y
such
s
u
c
h
signs
s
i
g
n
s
shall
s
h
a
l
l
result
r
e
s
u
l
t
in
i
n
failure
f
a
i
l
u
r
e
of
o
f
the
t
h
e
test.
t
e
s
t
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.3.7.12
7
.
3
.
7
.
1
2
Compatibility
C
o
m
p
a
t
i
b
i
l
i
t
y
Testing
T
e
s
t
i
n
g
7.3.7.12.1
7
.
3
.
7
.
1
2
.
1
General
G
e
n
e
r
a
l
Compatibility
C
o
m
p
a
t
i
b
i
l
i
t
y
testing
t
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
to
t
o
demonstrate
d
e
m
o
n
s
t
r
a
t
e
that
t
h
a
t
the
t
h
e
specified
s
p
e
c
i
fi
e
d
service
s
e
r
v
i
c
e
fluids
fl
u
i
d
s
are
a
r
e
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
the
t
h
e
materials
m
a
t
e
r
i
a
l
s
of
o
f
hose
h
o
s
e
construction.
c
o
n
s
t
r
u
c
t
i
o
n
.
Unless
U
n
l
e
s
s
the
t
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
is
i
s
able
a
b
l
e
to
t
o
provide
p
r
o
v
i
d
e
documentary
d
o
c
u
m
e
n
t
a
r
y
evidence
e
v
i
d
e
n
c
e
of
o
f
previously
p
r
e
v
i
o
u
s
l
y
conducted
c
o
n
d
u
c
t
e
d
compatibility
c
o
m
p
a
t
i
b
i
l
i
t
y
tests
t
e
s
t
s
for
f
o
r
identical
i
d
e
n
t
i
c
a
l
fluid
fl
u
i
d
and
a
n
d
material
m
a
t
e
r
i
a
l
combinations,
c
o
m
b
i
n
a
t
i
o
n
s
,
testing
t
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
required
r
e
q
u
i
r
e
d
for
f
o
r
each
e
a
c
h
of
o
f
the
t
h
e
proposed
p
r
o
p
o
s
e
d
fluid/material
fl
u
i
d
/
m
a
t
e
r
i
a
l
combinations.
c
o
m
b
i
n
a
t
i
o
n
s
.
The
T
h
e
fluid/material
fl
u
i
d
/
m
a
t
e
r
i
a
l
combinations
c
o
m
b
i
n
a
t
i
o
n
s
and
a
n
d
the
t
h
e
applicable
a
p
p
l
i
c
a
b
l
e
test
t
e
s
t
procedure
p
r
o
c
e
d
u
r
e
shall
s
h
a
l
l
be
b
e
as
a
s
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
Immersion
I
m
m
e
r
s
i
o
n
testing
t
e
s
t
i
n
g
that
t
h
a
t
utilizes
u
t
i
l
i
z
e
s
plaques
p
l
a
q
u
e
s
or
o
r
dumbbells
d
u
m
b
b
e
l
l
s
may
m
a
y
be
b
e
used
u
s
e
d
only
o
n
l
y
to
t
o
determine
d
e
t
e
r
m
i
n
e
whether
w
h
e
t
h
e
r
there
t
h
e
r
e
is
i
s
gross
g
r
o
s
s
incompatibility
i
n
c
o
m
p
a
t
i
b
i
l
i
t
y
between
b
e
t
w
e
e
n
the
t
h
e
hose
h
o
s
e
liner
l
i
n
e
r
and
a
n
d
sheath
s
h
e
a
t
h
material,
m
a
t
e
r
i
a
l
,
and
a
n
d
the
t
h
e
fluid.
fl
u
i
d
.
This
T
h
i
s
method
m
e
t
h
o
d
may
m
a
y
be
b
e
used
u
s
e
d
for
f
o
r
predicting
p
r
e
d
i
c
t
i
n
g
hose
h
o
s
e
sheath
s
h
e
a
t
h
compatibility,
c
o
m
p
a
t
i
b
i
l
i
t
y
,
but
b
u
t
for
f
o
r
hose
h
o
s
e
liners,
l
i
n
e
r
s
,
such
s
u
c
h
testing
t
e
s
t
i
n
g
shall
s
h
a
l
l
be
b
e
supported
s
u
p
p
o
r
t
e
d
by
b
y
a
a
program
p
r
o
g
r
a
m
of
o
f
pressure-cycle
p
r
e
s
s
u
r
e
-
c
y
c
l
e
testing
t
e
s
t
i
n
g
on
o
n
complete
c
o
m
p
l
e
t
e
hose
h
o
s
e
samples
s
a
m
p
l
e
s
from
f
r
o
m
which
w
h
i
c
h
the
t
h
e
minimum
m
i
n
i
m
u
m
design
d
e
s
i
g
n
life
l
i
f
e
shall
s
h
a
l
l
be
b
e
predicted.
p
r
e
d
i
c
t
e
d
.
Prediction
P
r
e
d
i
c
t
i
o
n
of
o
f
the
t
h
e
minimum
m
i
n
i
m
u
m
design
d
e
s
i
g
n
life,
l
i
f
e
,
determined
d
e
t
e
r
m
i
n
e
d
by
b
y
compatibility
c
o
m
p
a
t
i
b
i
l
i
t
y
testing,
t
e
s
t
i
n
g
,
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
shall
s
h
a
l
l
also
a
l
s
o
demonstrate
d
e
m
o
n
s
t
r
a
t
e
that
t
h
a
t
the
t
h
e
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
and
a
n
d
outer
o
u
t
e
r
sheath
s
h
e
a
t
h
materials
m
a
t
e
r
i
a
l
s
are
a
r
e
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
seawater
s
e
a
w
a
t
e
r
and
a
n
d
permeated
p
e
r
m
e
a
t
e
d
fluid
fl
u
i
d
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
minimum
m
i
n
i
m
u
m
design
d
e
s
i
g
n
life.
l
i
f
e
.
If
I
f
the
t
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
is
i
s
able
a
b
l
e
to
t
o
produce
p
r
o
d
u
c
e
documentary
d
o
c
u
m
e
n
t
a
r
y
evidence
e
v
i
d
e
n
c
e
of
o
f
satisfactory
s
a
t
i
s
f
a
c
t
o
r
y
compatibility
c
o
m
p
a
t
i
b
i
l
i
t
y
based
b
a
s
e
d
upon
u
p
o
n
actual
a
c
t
u
a
l
service
s
e
r
v
i
c
e
experience,
e
x
p
e
r
i
e
n
c
e
,
compatibility
c
o
m
p
a
t
i
b
i
l
i
t
y
testing
t
e
s
t
i
n
g
of
o
f
the
t
h
e
hose
h
o
s
e
sheath
s
h
e
a
t
h
might
m
i
g
h
t
not
n
o
t
be
b
e
required.
r
e
q
u
i
r
e
d
.
7.3.7.12.2
7
.
3
.
7
.
1
2
.
2
Immersion
I
m
m
e
r
s
i
o
n
Tests
T
e
s
t
s
Specimens
S
p
e
c
i
m
e
n
s
shall
s
h
a
l
l
be
b
e
stressed
s
t
r
e
s
s
e
d
by
b
y
means
m
e
a
n
s
of
o
f
dead-weight
d
e
a
d
-
w
e
i
g
h
t
loads
l
o
a
d
s
at
a
t
strain
s
t
r
a
i
n
levels
l
e
v
e
l
s
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
Measurement
M
e
a
s
u
r
e
m
e
n
t
of
o
f
specimen
s
p
e
c
i
m
e
n
material
m
a
t
e
r
i
a
l
properties
p
r
o
p
e
r
t
i
e
s
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
volume
v
o
l
u
m
e
swell,
s
w
e
l
l
,
ultimate
u
l
t
i
m
a
t
e
tensile
t
e
n
s
i
l
e
stress,
s
t
r
e
s
s
,
and
a
n
d
elongation
e
l
o
n
g
a
t
i
o
n
at
a
t
break
b
r
e
a
k
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ISO
I
S
O
527.
5
2
7
.
7.3.7.12.3
7
.
3
.
7
.
1
2
.
3
Pressure
P
r
e
s
s
u
r
e
Cycling
C
y
c
l
i
n
g
Pressure
P
r
e
s
s
u
r
e
cycling
c
y
c
l
i
n
g
tests
t
e
s
t
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
a
a
minimum
m
i
n
i
m
u
m
of
o
f
six
s
i
x
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
hose
h
o
s
e
samples—terminated
s
a
m
p
l
e
s
—
t
e
r
m
i
n
a
t
e
d
with
w
i
t
h
the
t
h
e
same
s
a
m
e
abutment
a
b
u
t
m
e
n
t
design
d
e
s
i
g
n
features
f
e
a
t
u
r
e
s
as
a
s
the
t
h
e
service
s
e
r
v
i
c
e
end
e
n
d
fittings—each
fi
t
t
i
n
g
s
—
e
a
c
h
approximately
a
p
p
r
o
x
i
m
a
t
e
l
y
1
1
m
m
(3.28
(
3
.
2
8
ft)
f
t
)
long;
l
o
n
g
;
the
t
h
e
six
s
i
x
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
hose
h
o
s
e
samples
s
a
m
p
l
e
s
may
m
a
y
be
b
e
joined
j
o
i
n
e
d
in
i
n
a
a
series
s
e
r
i
e
s
for
f
o
r
convenience.
c
o
n
v
e
n
i
e
n
c
e
.
Prior
P
r
i
o
r
to
t
o
testing,
t
e
s
t
i
n
g
,
the
t
h
e
hose
h
o
s
e
assemblies
a
s
s
e
m
b
l
i
e
s
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
a
a
change-in-length
c
h
a
n
g
e
-
i
n
-
l
e
n
g
t
h
test
t
e
s
t
as
a
s
described
d
e
s
c
r
i
b
e
d
in
i
n
7.3.7.4,
7
.
3
.
7
.
4
,
followed
f
o
l
l
o
w
e
d
by
b
y
a
a
proof
p
r
o
o
f
test
t
e
s
t
in
i
n
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ISO
I
S
O
1402.
1
4
0
2
.
The
T
h
e
hose
h
o
s
e
string
s
t
r
i
n
g
shall
s
h
a
l
l
be
b
e
immersed
i
m
m
e
r
s
e
d
in
i
n
town-mains
t
o
w
n
-
m
a
i
n
s
water,
w
a
t
e
r
,
held
h
e
l
d
at
a
t
a
a
temperature
t
e
m
p
e
r
a
t
u
r
e
of
o
f
40
4
0
°C
°
C
±
±
1
1
°C
°
C
(104
(
1
0
4
°F
°
F
±
±
1.8
1
.
8
°F)
°
F
)
for
f
o
r
a
a
period
p
e
r
i
o
d
of
o
f
12
1
2
months.
m
o
n
t
h
s
.
In
I
n
the
t
h
e
event
e
v
e
n
t
that
t
h
a
t
scheduling
s
c
h
e
d
u
l
i
n
g
does
d
o
e
s
not
n
o
t
permit
p
e
r
m
i
t
a
a
12-month
1
2
-
m
o
n
t
h
program,
p
r
o
g
r
a
m
,
a
a
higher
h
i
g
h
e
r
temperature
t
e
m
p
e
r
a
t
u
r
e
for
f
o
r
a
a
shorter
s
h
o
r
t
e
r
duration
d
u
r
a
t
i
o
n
and
a
n
d
a
a
lower
l
o
w
e
r
number
n
u
m
b
e
r
of
o
f
test
t
e
s
t
samples
s
a
m
p
l
e
s
may
m
a
y
be
b
e
acceptable.
a
c
c
e
p
t
a
b
l
e
.
In
I
n
this
t
h
i
s
event,
e
v
e
n
t
,
the
t
h
e
duration
d
u
r
a
t
i
o
n
and
a
n
d
temperature
t
e
m
p
e
r
a
t
u
r
e
shall
s
h
a
l
l
be
b
e
as
a
s
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
If
I
f
elevated
e
l
e
v
a
t
e
d
temperatures
t
e
m
p
e
r
a
t
u
r
e
s
are
a
r
e
used,
u
s
e
d
,
care
c
a
r
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
that
t
h
a
t
the
t
h
e
failure
f
a
i
l
u
r
e
mechanism
m
e
c
h
a
n
i
s
m
is
i
s
representative,
r
e
p
r
e
s
e
n
t
a
t
i
v
e
,
and
a
n
d
that
t
h
a
t
the
t
h
e
material
m
a
t
e
r
i
a
l
temperature
t
e
m
p
e
r
a
t
u
r
e
limits
l
i
m
i
t
s
are
a
r
e
not
n
o
t
exceeded.
e
x
c
e
e
d
e
d
.
The
T
h
e
water
w
a
t
e
r
shall
s
h
a
l
l
be
b
e
renewed
r
e
n
e
w
e
d
monthly.
m
o
n
t
h
l
y
.
The
T
h
e
hose
h
o
s
e
string
s
t
r
i
n
g
shall
s
h
a
l
l
be
b
e
filled
fi
l
l
e
d
with
w
i
t
h
the
t
h
e
service
s
e
r
v
i
c
e
fluid
fl
u
i
d
under
u
n
d
e
r
investigation
i
n
v
e
s
t
i
g
a
t
i
o
n
and
a
n
d
the
t
h
e
pressure
p
r
e
s
s
u
r
e
in
i
n
the
t
h
e
string
s
t
r
i
n
g
shall
s
h
a
l
l
be
b
e
cycled
c
y
c
l
e
d
between
b
e
t
w
e
e
n
zero
z
e
r
o
and
a
n
d
the
t
h
e
DP
D
P
at
a
t
a
a
rate
r
a
t
e
of
o
f
one
o
n
e
cycle
c
y
c
l
e
per
p
e
r
hour.
h
o
u
r
.
The
T
h
e
pressurization
p
r
e
s
s
u
r
i
z
a
t
i
o
n
and
a
n
d
depressurization
d
e
p
r
e
s
s
u
r
i
z
a
t
i
o
n
periods
p
e
r
i
o
d
s
shall
s
h
a
l
l
each
e
a
c
h
be
b
e
of
o
f
a
a
duration
d
u
r
a
t
i
o
n
of
o
f
5
5
minutes
m
i
n
u
t
e
s
±10
±
1
0
seconds,
s
e
c
o
n
d
s
,
and
a
n
d
the
t
h
e
dwell
d
w
e
l
l
time
t
i
m
e
at
a
t
zero
z
e
r
o
pressure
p
r
e
s
s
u
r
e
shall
s
h
a
l
l
be
b
e
10
1
0
minutes
m
i
n
u
t
e
s
±10
±
1
0
seconds.
s
e
c
o
n
d
s
.
At
A
t
specified
s
p
e
c
i
fi
e
d
time
t
i
m
e
intervals,
i
n
t
e
r
v
a
l
s
,
samples
s
a
m
p
l
e
s
of
o
f
hose
h
o
s
e
shall
s
h
a
l
l
be
b
e
removed
r
e
m
o
v
e
d
from
f
r
o
m
one
o
n
e
of
o
f
the
t
h
e
test
t
e
s
t
assemblies,
a
s
s
e
m
b
l
i
e
s
,
and
a
n
d
the
t
h
e
remaining
r
e
m
a
i
n
i
n
g
hose
h
o
s
e
re-terminated
r
e
-
t
e
r
m
i
n
a
t
e
d
and
a
n
d
reintroduced
r
e
i
n
t
r
o
d
u
c
e
d
into
i
n
t
o
the
t
h
e
test
t
e
s
t
program.
p
r
o
g
r
a
m
.
Removed
R
e
m
o
v
e
d
samples
s
a
m
p
l
e
s
shall
s
h
a
l
l
be
b
e
examined
e
x
a
m
i
n
e
d
and
a
n
d
the
t
h
e
hose
h
o
s
e
liner
l
i
n
e
r
physical
p
h
y
s
i
c
a
l
properties
p
r
o
p
e
r
t
i
e
s
measured
m
e
a
s
u
r
e
d
and
a
n
d
compared
c
o
m
p
a
r
e
d
with
w
i
t
h
those
t
h
o
s
e
of
o
f
control
c
o
n
t
r
o
l
samples
s
a
m
p
l
e
s
from
f
r
o
m
the
t
h
e
same
s
a
m
e
batch.
b
a
t
c
h
.
The
T
h
e
hose/fluid
h
o
s
e
/
fl
u
i
d
combination
c
o
m
b
i
n
a
t
i
o
n
shall
s
h
a
l
l
pass
p
a
s
s
this
t
h
i
s
compatibility
c
o
m
p
a
t
i
b
i
l
i
t
y
test
t
e
s
t
if:
i
f
:
-
none
n
o
n
e
of
o
f
the
t
h
e
hoses
h
o
s
e
s
fails
f
a
i
l
s
during
d
u
r
i
n
g
the
t
h
e
period
p
e
r
i
o
d
of
o
f
pressure
p
r
e
s
s
u
r
e
cycling;
c
y
c
l
i
n
g
;
and
a
n
d
-
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification
s
p
e
c
i
fi
c
a
t
i
o
n
predicts
p
r
e
d
i
c
t
s
a
a
minimum
m
i
n
i
m
u
m
design
d
e
s
i
g
n
life
l
i
f
e
greater
g
r
e
a
t
e
r
than
t
h
a
n
the
t
h
e
specified
s
p
e
c
i
fi
e
d
service
s
e
r
v
i
c
e
life.
l
i
f
e
.
NOTE
N
O
T
E
Alternative
A
l
t
e
r
n
a
t
i
v
e
test
t
e
s
t
regimes,
r
e
g
i
m
e
s
,
other
o
t
h
e
r
than
t
h
a
n
pressure
p
r
e
s
s
u
r
e
cycling,
c
y
c
l
i
n
g
,
may
m
a
y
be
b
e
acceptable
a
c
c
e
p
t
a
b
l
e
to
t
o
meet
m
e
e
t
these
t
h
e
s
e
requirements.
r
e
q
u
i
r
e
m
e
n
t
s
.
7.3.7.13
7
.
3
.
7
.
1
3
Permeability
P
e
r
m
e
a
b
i
l
i
t
y
Testing
T
e
s
t
i
n
g
7.3.7.13.1
7
.
3
.
7
.
1
3
.
1
General
G
e
n
e
r
a
l
Permeability
P
e
r
m
e
a
b
i
l
i
t
y
tests
t
e
s
t
s
shall
s
h
a
l
l
be
b
e
carried
c
a
r
r
i
e
d
out
o
u
t
to
t
o
determine
d
e
t
e
r
m
i
n
e
whether
w
h
e
t
h
e
r
the
t
h
e
hose
h
o
s
e
liner
l
i
n
e
r
is
i
s
permeable
p
e
r
m
e
a
b
l
e
to
t
o
the
t
h
e
specified
s
p
e
c
i
fi
e
d
service
s
e
r
v
i
c
e
fluids.
fl
u
i
d
s
.
The
T
h
e
test
t
e
s
t
temperature
t
e
m
p
e
r
a
t
u
r
e
and
a
n
d
pressure
p
r
e
s
s
u
r
e
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
The
T
h
e
results
r
e
s
u
l
t
s
from
f
r
o
m
this
t
h
i
s
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
to
t
o
characterize
c
h
a
r
a
c
t
e
r
i
z
e
a
a
hose
h
o
s
e
design
d
e
s
i
g
n
and
a
n
d
do
d
o
not
n
o
t
constitute
c
o
n
s
t
i
t
u
t
e
acceptance/rejection
a
c
c
e
p
t
a
n
c
e
/
r
e
j
e
c
t
i
o
n
criteria.
c
r
i
t
e
r
i
a
.
Tests
T
e
s
t
s
on
o
n
other
o
t
h
e
r
fluids
fl
u
i
d
s
may
m
a
y
be
b
e
required
r
e
q
u
i
r
e
d
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
Tests
T
e
s
t
s
other
o
t
h
e
r
than
t
h
a
n
those
t
h
o
s
e
described
d
e
s
c
r
i
b
e
d
in
i
n
7.3.7.13.2
7
.
3
.
7
.
1
3
.
2
and
a
n
d
7.3.7.13.3
7
.
3
.
7
.
1
3
.
3
may
m
a
y
be
b
e
acceptable.
a
c
c
e
p
t
a
b
l
e
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
When
W
h
e
n
carrying
c
a
r
r
y
i
n
g
out
o
u
t
permeability
p
e
r
m
e
a
b
i
l
i
t
y
testing,
t
e
s
t
i
n
g
,
it
i
t
should
s
h
o
u
l
d
be
b
e
noted
n
o
t
e
d
that
t
h
a
t
for
f
o
r
some
s
o
m
e
materials,
m
a
t
e
r
i
a
l
s
,
the
t
h
e
permeation
p
e
r
m
e
a
t
i
o
n
rate
r
a
t
e
is
i
s
a
a
significant
s
i
g
n
i
fi
c
a
n
t
function
f
u
n
c
t
i
o
n
of
o
f
both
b
o
t
h
temperature
t
e
m
p
e
r
a
t
u
r
e
and
a
n
d
pressure.
p
r
e
s
s
u
r
e
.
Permeation
P
e
r
m
e
a
t
i
o
n
tests
t
e
s
t
s
are
a
r
e
only
o
n
l
y
carried
c
a
r
r
i
e
d
out
o
u
t
when
w
h
e
n
specified
s
p
e
c
i
fi
e
d
by
b
y
the
t
h
e
purchaser.
p
u
r
c
h
a
s
e
r
.
7.3.7.13.2
7
.
3
.
7
.
1
3
.
2
Liquids
L
i
q
u
i
d
s
The
T
h
e
permeability
p
e
r
m
e
a
b
i
l
i
t
y
of
o
f
the
t
h
e
liner
l
i
n
e
r
to
t
o
liquids
l
i
q
u
i
d
s
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
on
o
n
a
a
sample
s
a
m
p
l
e
at
a
t
least
l
e
a
s
t
1
1
m
m
(3.28
(
3
.
2
8
ft)
f
t
)
long
l
o
n
g
using
u
s
i
n
g
the
t
h
e
test
t
e
s
t
apparatus
a
p
p
a
r
a
t
u
s
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ISO
I
S
O
8308.
8
3
0
8
.
The
T
h
e
nitrogen-charge
n
i
t
r
o
g
e
n
-
c
h
a
r
g
e
pressure
p
r
e
s
s
u
r
e
shall
s
h
a
l
l
be
b
e
checked
c
h
e
c
k
e
d
daily
d
a
i
l
y
and
a
n
d
adjusted,
a
d
j
u
s
t
e
d
,
if
i
f
necessary,
n
e
c
e
s
s
a
r
y
,
and
a
n
d
at
a
t
all
a
l
l
other
o
t
h
e
r
times
t
i
m
e
s
the
t
h
e
“main”
“
m
a
i
n
”
and
a
n
d
“venting”
“
v
e
n
t
i
n
g
”
valves
v
a
l
v
e
s
shall
s
h
a
l
l
be
b
e
kept
k
e
p
t
tightly
t
i
g
h
t
l
y
closed.
c
l
o
s
e
d
.
The
T
h
e
loss
l
o
s
s
of
o
f
fluid
fl
u
i
d
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
daily
d
a
i
l
y
over
o
v
e
r
a
a
period
p
e
r
i
o
d
of
o
f
at
a
t
least
l
e
a
s
t
30
3
0
days,
d
a
y
s
,
or
o
r
until
u
n
t
i
l
the
t
h
e
level
l
e
v
e
l
of
o
f
fluid
fl
u
i
d
in
i
n
the
t
h
e
burette
b
u
r
e
t
t
e
has
h
a
s
fallen
f
a
l
l
e
n
below
b
e
l
o
w
the
t
h
e
minimum
m
i
n
i
m
u
m
mark
m
a
r
k
if
i
f
this
t
h
i
s
occurs
o
c
c
u
r
s
sooner.
s
o
o
n
e
r
.
A
A
graph
g
r
a
p
h
of
o
f
fluid
fl
u
i
d
loss
l
o
s
s
against
a
g
a
i
n
s
t
elapsed
e
l
a
p
s
e
d
time
t
i
m
e
shall
s
h
a
l
l
be
b
e
plotted.
p
l
o
t
t
e
d
.
The
T
h
e
average
a
v
e
r
a
g
e
gradient
g
r
a
d
i
e
n
t
of
o
f
this
t
h
i
s
graph
g
r
a
p
h
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
to
t
o
determine
d
e
t
e
r
m
i
n
e
the
t
h
e
characteristic
c
h
a
r
a
c
t
e
r
i
s
t
i
c
permeation
p
e
r
m
e
a
t
i
o
n
rate
r
a
t
e
for
f
o
r
the
t
h
e
particular
p
a
r
t
i
c
u
l
a
r
fluid/material
fl
u
i
d
/
m
a
t
e
r
i
a
l
combination.
c
o
m
b
i
n
a
t
i
o
n
.
7.3.7.13.3
7
.
3
.
7
.
1
3
.
3
Gases
G
a
s
e
s
The
T
h
e
permeability
p
e
r
m
e
a
b
i
l
i
t
y
of
o
f
the
t
h
e
liner
l
i
n
e
r
to
t
o
gases
g
a
s
e
s
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
on
o
n
a
a
sample
s
a
m
p
l
e
1
1
m
m
(3.28
(
3
.
2
8
ft)
f
t
)
long
l
o
n
g
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ISO
I
S
O
4080.
4
0
8
0
.
7.3.8
7
.
3
.
8
Component
C
o
m
p
o
n
e
n
t
Factory
F
a
c
t
o
r
y
Acceptance
A
c
c
e
p
t
a
n
c
e
Tests
T
e
s
t
s
7.3.8.1
7
.
3
.
8
.
1
Visual
V
i
s
u
a
l
and
a
n
d
Dimensional
D
i
m
e
n
s
i
o
n
a
l
Inspection
I
n
s
p
e
c
t
i
o
n
During
D
u
r
i
n
g
the
t
h
e
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
processes,
p
r
o
c
e
s
s
e
s
,
the
t
h
e
extrudates
e
x
t
r
u
d
a
t
e
s
and
a
n
d
braided
b
r
a
i
d
e
d
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
shall
s
h
a
l
l
be
b
e
free
f
r
e
e
from
f
r
o
m
damage,
d
a
m
a
g
e
,
faults,
f
a
u
l
t
s
,
or
o
r
contamination,
c
o
n
t
a
m
i
n
a
t
i
o
n
,
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
procedures.
p
r
o
c
e
d
u
r
e
s
.
Raw
R
a
w
materials
m
a
t
e
r
i
a
l
s
shall
s
h
a
l
l
also
a
l
s
o
be
b
e
examined
e
x
a
m
i
n
e
d
for
f
o
r
contamination.
c
o
n
t
a
m
i
n
a
t
i
o
n
.
Manufacturing
M
a
n
u
f
a
c
t
u
r
i
n
g
parameters
p
a
r
a
m
e
t
e
r
s
shall
s
h
a
l
l
be
b
e
periodically
p
e
r
i
o
d
i
c
a
l
l
y
monitored
m
o
n
i
t
o
r
e
d
and
a
n
d
shall
s
h
a
l
l
comply
c
o
m
p
l
y
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
At
A
t
a
a
minimum,
m
i
n
i
m
u
m
,
the
t
h
e
following
f
o
l
l
o
w
i
n
g
dimensional
d
i
m
e
n
s
i
o
n
a
l
checks
c
h
e
c
k
s
shall
s
h
a
l
l
be
b
e
carried
c
a
r
r
i
e
d
out
o
u
t
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification:
s
p
e
c
i
fi
c
a
t
i
o
n
:
-
for
f
o
r
the
t
h
e
liner:
l
i
n
e
r
:
d,
d
,
D,
D
,
concentricity,wall
c
o
n
c
e
n
t
r
i
c
i
t
y
,
w
a
l
l
thickness;
t
h
i
c
k
n
e
s
s
;
-
for
f
o
r
the
t
h
e
reinforcement:
r
e
i
n
f
o
r
c
e
m
e
n
t
:
D,
D
,
pitch
p
i
t
c
h
(for
(
f
o
r
each
e
a
c
h
layer);
l
a
y
e
r
)
;
-
for
f
o
r
the
t
h
e
sheath:
s
h
e
a
t
h
:
D,
D
,
concentricity;
c
o
n
c
e
n
t
r
i
c
i
t
y
;
-
for
f
o
r
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
hose:
h
o
s
e
:
d,
d
,
D,
D
,
concentricity.
c
o
n
c
e
n
t
r
i
c
i
t
y
.
Acceptance
A
c
c
e
p
t
a
n
c
e
criteria
c
r
i
t
e
r
i
a
for
f
o
r
visual
v
i
s
u
a
l
and
a
n
d
dimensional
d
i
m
e
n
s
i
o
n
a
l
inspection
i
n
s
p
e
c
t
i
o
n
shall
s
h
a
l
l
be
b
e
defined
d
e
fi
n
e
d
by
b
y
the
t
h
e
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
and
a
n
d
agreed
a
g
r
e
e
d
with
w
i
t
h
purchaser
p
u
r
c
h
a
s
e
r
prior
p
r
i
o
r
to
t
o
the
t
h
e
start
s
t
a
r
t
of
o
f
manufacture.
m
a
n
u
f
a
c
t
u
r
e
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
Measurements
M
e
a
s
u
r
e
m
e
n
t
s
of
o
f
d
d
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
using
u
s
i
n
g
a
a
GO/NO-GO
G
O
/
N
O
-
G
O
gauge
g
a
u
g
e
to
t
o
verify
v
e
r
i
f
y
that
t
h
a
t
the
t
h
e
bore
b
o
r
e
is
i
s
within
w
i
t
h
i
n
the
t
h
e
tolerance
t
o
l
e
r
a
n
c
e
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.3.8.2
7
.
3
.
8
.
2
Test
T
e
s
t
Fluid
F
l
u
i
d
For
F
o
r
sample
s
a
m
p
l
e
testing,
t
e
s
t
i
n
g
,
the
t
h
e
test
t
e
s
t
fluid
fl
u
i
d
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
For
F
o
r
integrity
i
n
t
e
g
r
i
t
y
tests
t
e
s
t
s
that
t
h
a
t
are
a
r
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
each
e
a
c
h
completed
c
o
m
p
l
e
t
e
d
hose
h
o
s
e
length,
l
e
n
g
t
h
,
the
t
h
e
test
t
e
s
t
fluid
fl
u
i
d
shall
s
h
a
l
l
be
b
e
one
o
n
e
of
o
f
the
t
h
e
following,
f
o
l
l
o
w
i
n
g
,
suitably
s
u
i
t
a
b
l
y
filtered
fi
l
t
e
r
e
d
to
t
o
allow
a
l
l
o
w
the
t
h
e
final
fi
n
a
l
system
s
y
s
t
e
m
cleanliness,
c
l
e
a
n
l
i
n
e
s
s
,
as
a
s
defined
d
e
fi
n
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification:
s
p
e
c
i
fi
c
a
t
i
o
n
:
-
specified
s
p
e
c
i
fi
e
d
system
s
y
s
t
e
m
control
c
o
n
t
r
o
l
fluid;
fl
u
i
d
;
-
proprietary
p
r
o
p
r
i
e
t
a
r
y
storage
s
t
o
r
a
g
e
fluid;
fl
u
i
d
;
-
town-mains
t
o
w
n
-
m
a
i
n
s
or
o
r
potable
p
o
t
a
b
l
e
water;
w
a
t
e
r
;
the
t
h
e
chloride
c
h
l
o
r
i
d
e
content
c
o
n
t
e
n
t
of
o
f
town-mains
t
o
w
n
-
m
a
i
n
s
or
o
r
potable
p
o
t
a
b
l
e
water
w
a
t
e
r
shall
s
h
a
l
l
be
b
e
equal
e
q
u
a
l
to
t
o
or
o
r
less
l
e
s
s
than
t
h
a
n
20
2
0
mg/l
m
g
/
l
(20
(
2
0
ppm)
p
p
m
)
so
s
o
as
a
s
not
n
o
t
to
t
o
introduce
i
n
t
r
o
d
u
c
e
corrosion
c
o
r
r
o
s
i
o
n
for
f
o
r
hoses
h
o
s
e
s
that
t
h
a
t
incorporate
i
n
c
o
r
p
o
r
a
t
e
stainless
s
t
a
i
n
l
e
s
s
steel
s
t
e
e
l
materials;
m
a
t
e
r
i
a
l
s
;
-
deionized
d
e
i
o
n
i
z
e
d
water.
w
a
t
e
r
.
The
T
h
e
final
fi
n
a
l
choice
c
h
o
i
c
e
of
o
f
pressure-test
p
r
e
s
s
u
r
e
-
t
e
s
t
fluid(s)
fl
u
i
d
(
s
)
incorporated
i
n
c
o
r
p
o
r
a
t
e
d
in
i
n
the
t
h
e
hoses
h
o
s
e
s
during
d
u
r
i
n
g
shipping,
s
h
i
p
p
i
n
g
,
installation,
i
n
s
t
a
l
l
a
t
i
o
n
,
and
a
n
d
service
s
e
r
v
i
c
e
shall
s
h
a
l
l
take
t
a
k
e
account
a
c
c
o
u
n
t
of
o
f
the
t
h
e
relevant
r
e
l
e
v
a
n
t
system
s
y
s
t
e
m
and
a
n
d
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
factors,
f
a
c
t
o
r
s
,
and
a
n
d
shall
s
h
a
l
l
be
b
e
agreed
a
g
r
e
e
d
with
w
i
t
h
the
t
h
e
purchaser.
p
u
r
c
h
a
s
e
r
.
The
T
h
e
use
u
s
e
of
o
f
two
t
w
o
diDerent
d
i
D
e
r
e
n
t
test
t
e
s
t
fluids
fl
u
i
d
s
during
d
u
r
i
n
g
umbilical
u
m
b
i
l
i
c
a
l
manufacture
m
a
n
u
f
a
c
t
u
r
e
is
i
s
not
n
o
t
recommended,
r
e
c
o
m
m
e
n
d
e
d
,
as
a
s
this
t
h
i
s
can
c
a
n
require
r
e
q
u
i
r
e
duplicate
d
u
p
l
i
c
a
t
e
test
t
e
s
t
equipment
e
q
u
i
p
m
e
n
t
during
d
u
r
i
n
g
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
load-out,
l
o
a
d
-
o
u
t
,
and
a
n
d
installation.
i
n
s
t
a
l
l
a
t
i
o
n
.
If
I
f
freezing
f
r
e
e
z
i
n
g
temperatures
t
e
m
p
e
r
a
t
u
r
e
s
are
a
r
e
possible
p
o
s
s
i
b
l
e
with
w
i
t
h
the
t
h
e
use
u
s
e
of
o
f
“water
“
w
a
t
e
r
only”
o
n
l
y
”
test
t
e
s
t
fluids,
fl
u
i
d
s
,
a
a
quantity
q
u
a
n
t
i
t
y
of
o
f
monoethylene
m
o
n
o
e
t
h
y
l
e
n
e
glycol
g
l
y
c
o
l
suDicient
s
u
D
i
c
i
e
n
t
to
t
o
prevent
p
r
e
v
e
n
t
freezing
f
r
e
e
z
i
n
g
should
s
h
o
u
l
d
also
a
l
s
o
be
b
e
proportionately
p
r
o
p
o
r
t
i
o
n
a
t
e
l
y
mixed
m
i
x
e
d
with
w
i
t
h
the
t
h
e
water.
w
a
t
e
r
.
If
I
f
long-term
l
o
n
g
-
t
e
r
m
storage
s
t
o
r
a
g
e
of
o
f
the
t
h
e
“water
“
w
a
t
e
r
only”
o
n
l
y
”
test
t
e
s
t
fluids
fl
u
i
d
s
is
i
s
possible,
p
o
s
s
i
b
l
e
,
or
o
r
if
i
f
there
t
h
e
r
e
is
i
s
a
a
possibility
p
o
s
s
i
b
i
l
i
t
y
of
o
f
microbiological
m
i
c
r
o
b
i
o
l
o
g
i
c
a
l
growth
g
r
o
w
t
h
within
w
i
t
h
i
n
the
t
h
e
filled
fi
l
l
e
d
hose,
h
o
s
e
,
a
a
suitable
s
u
i
t
a
b
l
e
biocide
b
i
o
c
i
d
e
should
s
h
o
u
l
d
also
a
l
s
o
be
b
e
proportionately
p
r
o
p
o
r
t
i
o
n
a
t
e
l
y
mixed
m
i
x
e
d
with
w
i
t
h
the
t
h
e
water.
w
a
t
e
r
.
Storage
S
t
o
r
a
g
e
of
o
f
the
t
h
e
test
t
e
s
t
fluid(s)
fl
u
i
d
(
s
)
in
i
n
both
b
o
t
h
the
t
h
e
shipping
s
h
i
p
p
i
n
g
containers
c
o
n
t
a
i
n
e
r
s
and
a
n
d
the
t
h
e
hoses
h
o
s
e
s
shall
s
h
a
l
l
be
b
e
such
s
u
c
h
as
a
s
to
t
o
prevent
p
r
e
v
e
n
t
freezing.
f
r
e
e
z
i
n
g
.
Completed
C
o
m
p
l
e
t
e
d
hose
h
o
s
e
lengths
l
e
n
g
t
h
s
shall
s
h
a
l
l
be
b
e
sealed
s
e
a
l
e
d
at
a
t
each
e
a
c
h
end
e
n
d
at
a
t
all
a
l
l
times
t
i
m
e
s
when
w
h
e
n
testing
t
e
s
t
i
n
g
is
i
s
not
n
o
t
in
i
n
progress.
p
r
o
g
r
e
s
s
.
7.3.8.3
7
.
3
.
8
.
3
Liner
L
i
n
e
r
Burst
B
u
r
s
t
Test
T
e
s
t
After
A
f
t
e
r
extrusion,
e
x
t
r
u
s
i
o
n
,
alm
a
l
m
(3.28
(
3
.
2
8
ft)
f
t
)
length
l
e
n
g
t
h
of
o
f
liner
l
i
n
e
r
shall
s
h
a
l
l
be
b
e
removed
r
e
m
o
v
e
d
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
each
e
a
c
h
extruded
e
x
t
r
u
d
e
d
length
l
e
n
g
t
h
and
a
n
d
subjected
s
u
b
j
e
c
t
e
d
to
t
o
a
a
burst
b
u
r
s
t
test.
t
e
s
t
.
The
T
h
e
burst
b
u
r
s
t
pressure
p
r
e
s
s
u
r
e
shall
s
h
a
l
l
be
b
e
not
n
o
t
less
l
e
s
s
than
t
h
a
n
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
80
8
0
%
%
of
o
f
the
t
h
e
calculated
c
a
l
c
u
l
a
t
e
d
burst
b
u
r
s
t
pressure,
p
r
e
s
s
u
r
e
,
based
b
a
s
e
d
on
o
n
the
t
h
e
minimum
m
i
n
i
m
u
m
wall
w
a
l
l
thickness,
t
h
i
c
k
n
e
s
s
,
maximum
m
a
x
i
m
u
m
bore
b
o
r
e
diameter,
d
i
a
m
e
t
e
r
,
and
a
n
d
tensile
t
e
n
s
i
l
e
stress
s
t
r
e
s
s
at
a
t
20
2
0
%
%
liner
l
i
n
e
r
material
m
a
t
e
r
i
a
l
elongation,
e
l
o
n
g
a
t
i
o
n
,
using
u
s
i
n
g
standard
s
t
a
n
d
a
r
d
thin-
t
h
i
n
-
wall
w
a
l
l
cylinder
c
y
l
i
n
d
e
r
theory.
t
h
e
o
r
y
.
The
T
h
e
liner
l
i
n
e
r
shall
s
h
a
l
l
fail
f
a
i
l
in
i
n
a
a
ductile
d
u
c
t
i
l
e
manner
m
a
n
n
e
r
in
i
n
order
o
r
d
e
r
to
t
o
pass
p
a
s
s
this
t
h
i
s
test.
t
e
s
t
.
7.3.8.4
7
.
3
.
8
.
4
Change
C
h
a
n
g
e
in
i
n
Length
L
e
n
g
t
h
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
an
a
n
unaged
u
n
a
g
e
d
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
each
e
a
c
h
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
length
l
e
n
g
t
h
and
a
n
d
subjected
s
u
b
j
e
c
t
e
d
to
t
o
a
a
change-in-length
c
h
a
n
g
e
-
i
n
-
l
e
n
g
t
h
measurement
m
e
a
s
u
r
e
m
e
n
t
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
procedure
p
r
o
c
e
d
u
r
e
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.7.4.
7
.
3
.
7
.
4
.
7.3.8.5
7
.
3
.
8
.
5
Burst
B
u
r
s
t
Test
T
e
s
t
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
the
t
h
e
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
an
a
n
unaged
u
n
a
g
e
d
representative
r
e
p
r
e
s
e
n
t
a
t
i
v
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
taken
t
a
k
e
n
from
f
r
o
m
each
e
a
c
h
end
e
n
d
of
o
f
each
e
a
c
h
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
length
l
e
n
g
t
h
and
a
n
d
subjected
s
u
b
j
e
c
t
e
d
to
t
o
a
a
burst
b
u
r
s
t
test
t
e
s
t
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
procedure
p
r
o
c
e
d
u
r
e
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3.7.6,
7
.
3
.
7
.
6
,
with
w
i
t
h
the
t
h
e
exception
e
x
c
e
p
t
i
o
n
that
t
h
a
t
the
t
h
e
inclusion
i
n
c
l
u
s
i
o
n
of
o
f
reinforcement
r
e
i
n
f
o
r
c
e
m
e
n
t
splices
s
p
l
i
c
e
s
or
o
r
production
p
r
o
d
u
c
t
i
o
n
couplings/end
c
o
u
p
l
i
n
g
s
/
e
n
d
fittings
fi
t
t
i
n
g
s
is
i
s
not
n
o
t
a
a
requirement
r
e
q
u
i
r
e
m
e
n
t
in
i
n
any
a
n
y
of
o
f
the
t
h
e
test
t
e
s
t
samples.
s
a
m
p
l
e
s
.
This
T
h
i
s
test
t
e
s
t
may
m
a
y
be
b
e
combined
c
o
m
b
i
n
e
d
with
w
i
t
h
the
t
h
e
change-in-length
c
h
a
n
g
e
-
i
n
-
l
e
n
g
t
h
test
t
e
s
t
in
i
n
7.3.8.4.
7
.
3
.
8
.
4
.
7.3.8.6
7
.
3
.
8
.
6
Proof
P
r
o
o
f
Pressure/decay
P
r
e
s
s
u
r
e
/
d
e
c
a
y
Test
T
e
s
t
On
O
n
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
manufacture,
m
a
n
u
f
a
c
t
u
r
e
,
a
a
proof
p
r
o
o
f
test
t
e
s
t
shall
s
h
a
l
l
be
b
e
performed.
p
e
r
f
o
r
m
e
d
.
The
T
h
e
hose
h
o
s
e
shall
s
h
a
l
l
be
b
e
pressurized
p
r
e
s
s
u
r
i
z
e
d
at
a
t
a
a
controlled
c
o
n
t
r
o
l
l
e
d
rate
r
a
t
e
up
u
p
to
t
o
the
t
h
e
proof
p
r
o
o
f
pressure
p
r
e
s
s
u
r
e
specified
s
p
e
c
i
fi
e
d
in
i
n
Table
T
a
b
l
e
6.
6
.
The
T
h
e
test
t
e
s
t
pressure
p
r
e
s
s
u
r
e
shall
s
h
a
l
l
be
b
e
measured
m
e
a
s
u
r
e
d
at
a
t
both
b
o
t
h
ends
e
n
d
s
of
o
f
the
t
h
e
hose,
h
o
s
e
,
and
a
n
d
shall
s
h
a
l
l
be
b
e
maintained
m
a
i
n
t
a
i
n
e
d
within
w
i
t
h
i
n
±
±
5
5
%
%
over
o
v
e
r
a
a
minimum
m
i
n
i
m
u
m
period
p
e
r
i
o
d
of
o
f
30
3
0
minutes.
m
i
n
u
t
e
s
.
At
A
t
the
t
h
e
end
e
n
d
of
o
f
this
t
h
i
s
period,
p
e
r
i
o
d
,
if
i
f
the
t
h
e
pressure
p
r
e
s
s
u
r
e
has
h
a
s
been
b
e
e
n
maintained,
m
a
i
n
t
a
i
n
e
d
,
the
t
h
e
pressure
p
r
e
s
s
u
r
e
source
s
o
u
r
c
e
shall
s
h
a
l
l
be
b
e
isolated
i
s
o
l
a
t
e
d
and
a
n
d
the
t
h
e
pressure-decay
p
r
e
s
s
u
r
e
-
d
e
c
a
y
characteristic
c
h
a
r
a
c
t
e
r
i
s
t
i
c
monitored
m
o
n
i
t
o
r
e
d
over
o
v
e
r
a
a
minimum
m
i
n
i
m
u
m
period
p
e
r
i
o
d
of
o
f
60
6
0
minutes.
m
i
n
u
t
e
s
.
Throughout
T
h
r
o
u
g
h
o
u
t
the
t
h
e
proof
p
r
o
o
f
pressure
p
r
e
s
s
u
r
e
test
t
e
s
t
period,
p
e
r
i
o
d
,
the
t
h
e
ambient
a
m
b
i
e
n
t
temperature
t
e
m
p
e
r
a
t
u
r
e
shall
s
h
a
l
l
be
b
e
continuously
c
o
n
t
i
n
u
o
u
s
l
y
monitored.
m
o
n
i
t
o
r
e
d
.
There
T
h
e
r
e
shall
s
h
a
l
l
be
b
e
no
n
o
evidence
e
v
i
d
e
n
c
e
of
o
f
leakage
l
e
a
k
a
g
e
or
o
r
failure
f
a
i
l
u
r
e
during
d
u
r
i
n
g
or
o
r
at
a
t
the
t
h
e
end
e
n
d
of
o
f
the
t
h
e
test
t
e
s
t
period.
p
e
r
i
o
d
.
NOTE
N
O
T
E
Figure
F
i
g
u
r
e
G.1
G
.
1
illustrates
i
l
l
u
s
t
r
a
t
e
s
the
t
h
e
test
t
e
s
t
arrangement
a
r
r
a
n
g
e
m
e
n
t
and
a
n
d
typical
t
y
p
i
c
a
l
pressure
p
r
e
s
s
u
r
e
response
r
e
s
p
o
n
s
e
profile.
p
r
o
fi
l
e
.
7.3.8.7
7
.
3
.
8
.
7
Delivery
D
e
l
i
v
e
r
y
to
t
o
Umbilical
U
m
b
i
l
i
c
a
l
Manufacturer
M
a
n
u
f
a
c
t
u
r
e
r
Should
S
h
o
u
l
d
completed
c
o
m
p
l
e
t
e
d
hoses
h
o
s
e
s
be
b
e
transported
t
r
a
n
s
p
o
r
t
e
d
from
f
r
o
m
the
t
h
e
hose
h
o
s
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
facility
f
a
c
i
l
i
t
y
to
t
o
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
facility,
f
a
c
i
l
i
t
y
,
a
a
proof
p
r
o
o
f
pressure/decay
p
r
e
s
s
u
r
e
/
d
e
c
a
y
test
t
e
s
t
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.3
7
.
3
8.6,
8
.
6
,
at
a
t
a
a
test
t
e
s
t
pressure
p
r
e
s
s
u
r
e
of
o
f
1.5
1
.
5
x
x
DP,
D
P
,
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
all
a
l
l
hoses
h
o
s
e
s
following
f
o
l
l
o
w
i
n
g
delivery
d
e
l
i
v
e
r
y
and
a
n
d
prior
p
r
i
o
r
to
t
o
lay-up.
l
a
y
-
u
p
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.4
7
.
4
Optical-fiber
O
p
t
i
c
a
l
-
fi
b
e
r
Cable
C
a
b
l
e
7.4.1
7
.
4
.
1
General
G
e
n
e
r
a
l
Optical-fiber
O
p
t
i
c
a
l
-
fi
b
e
r
cables
c
a
b
l
e
s
shall
s
h
a
l
l
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
continuous
c
o
n
t
i
n
u
o
u
s
operation
o
p
e
r
a
t
i
o
n
immersed
i
m
m
e
r
s
e
d
in
i
n
a
a
seawater
s
e
a
w
a
t
e
r
environment.
e
n
v
i
r
o
n
m
e
n
t
.
7.4.2
7
.
4
.
2
Fiber
F
i
b
e
r
Type
T
y
p
e
The
T
h
e
fiber
fi
b
e
r
type
t
y
p
e
shall
s
h
a
l
l
be
b
e
of
o
f
either
e
i
t
h
e
r
single-mode
s
i
n
g
l
e
-
m
o
d
e
or
o
r
multimode
m
u
l
t
i
m
o
d
e
design
d
e
s
i
g
n
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ITU-T
I
T
U
-
T
G.652
G
.
6
5
2
or
o
r
ITU-T
I
T
U
-
T
G.654,
G
.
6
5
4
,
or
o
r
as
a
s
specified
s
p
e
c
i
fi
e
d
by
b
y
purchaser.
p
u
r
c
h
a
s
e
r
.
The
T
h
e
design
d
e
s
i
g
n
shall
s
h
a
l
l
be
b
e
as
a
s
given
g
i
v
e
n
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.3
7
.
4
.
3
Fiber
F
i
b
e
r
Construction
C
o
n
s
t
r
u
c
t
i
o
n
7.4.3.1
7
.
4
.
3
.
1
Core
C
o
r
e
The
T
h
e
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
core(s)
c
o
r
e
(
s
)
shall
s
h
a
l
l
be
b
e
of
o
f
cylindrical
c
y
l
i
n
d
r
i
c
a
l
form,
f
o
r
m
,
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
from
f
r
o
m
silica
s
i
l
i
c
a
glass
g
l
a
s
s
with
w
i
t
h
dopants
d
o
p
a
n
t
s
added
a
d
d
e
d
to
t
o
raise
r
a
i
s
e
the
t
h
e
refractive
r
e
f
r
a
c
t
i
v
e
index.
i
n
d
e
x
.
The
T
h
e
refractive
r
e
f
r
a
c
t
i
v
e
index
i
n
d
e
x
of
o
f
the
t
h
e
core
c
o
r
e
shall
s
h
a
l
l
be
b
e
stated
s
t
a
t
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.3.2
7
.
4
.
3
.
2
Cladding
C
l
a
d
d
i
n
g
Cores
C
o
r
e
s
shall
s
h
a
l
l
have
h
a
v
e
a
a
cladding
c
l
a
d
d
i
n
g
of
o
f
silica
s
i
l
i
c
a
glass
g
l
a
s
s
to
t
o
act
a
c
t
as
a
s
the
t
h
e
refractive
r
e
f
r
a
c
t
i
v
e
boundary
b
o
u
n
d
a
r
y
for
f
o
r
the
t
h
e
core.
c
o
r
e
.
With
W
i
t
h
purchaser
p
u
r
c
h
a
s
e
r
agreement,
a
g
r
e
e
m
e
n
t
,
alternative
a
l
t
e
r
n
a
t
i
v
e
core
c
o
r
e
and
a
n
d
cladding
c
l
a
d
d
i
n
g
materials
m
a
t
e
r
i
a
l
s
may
m
a
y
be
b
e
used,
u
s
e
d
,
but
b
u
t
shall
s
h
a
l
l
consider
c
o
n
s
i
d
e
r
fusion
f
u
s
i
o
n
splicing,
s
p
l
i
c
i
n
g
,
hydrogen
h
y
d
r
o
g
e
n
eDects,
e
D
e
c
t
s
,
termination
t
e
r
m
i
n
a
t
i
o
n
issues,
i
s
s
u
e
s
,
and
a
n
d
system
s
y
s
t
e
m
requirements.
r
e
q
u
i
r
e
m
e
n
t
s
.
7.4.3.3
7
.
4
.
3
.
3
Coating
C
o
a
t
i
n
g
Clad
C
l
a
d
cores
c
o
r
e
s
shall
s
h
a
l
l
have
h
a
v
e
protective
p
r
o
t
e
c
t
i
v
e
coatings
c
o
a
t
i
n
g
s
that
t
h
a
t
require
r
e
q
u
i
r
e
unique
u
n
i
q
u
e
color
c
o
l
o
r
coding
c
o
d
i
n
g
as
a
s
a
a
means
m
e
a
n
s
of
o
f
individual
i
n
d
i
v
i
d
u
a
l
fiber
fi
b
e
r
identification.
i
d
e
n
t
i
fi
c
a
t
i
o
n
.
The
T
h
e
material
m
a
t
e
r
i
a
l
used
u
s
e
d
for
f
o
r
coating,
c
o
a
t
i
n
g
,
including
i
n
c
l
u
d
i
n
g
color,
c
o
l
o
r
,
shall
s
h
a
l
l
not
n
o
t
degrade
d
e
g
r
a
d
e
the
t
h
e
core.
c
o
r
e
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.4.4
7
.
4
.
4
Cable
C
a
b
l
e
Construction
C
o
n
s
t
r
u
c
t
i
o
n
7.4.4.1
7
.
4
.
4
.
1
General
G
e
n
e
r
a
l
The
T
h
e
cable
c
a
b
l
e
construction
c
o
n
s
t
r
u
c
t
i
o
n
shall
s
h
a
l
l
be
b
e
able
a
b
l
e
to
t
o
withstand
w
i
t
h
s
t
a
n
d
the
t
h
e
minimum
m
i
n
i
m
u
m
bending
b
e
n
d
i
n
g
radius
r
a
d
i
u
s
specified
s
p
e
c
i
fi
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
9.4
9
.
4
without
w
i
t
h
o
u
t
mechanical
m
e
c
h
a
n
i
c
a
l
damage
d
a
m
a
g
e
or
o
r
reduction
r
e
d
u
c
t
i
o
n
of
o
f
performance.
p
e
r
f
o
r
m
a
n
c
e
.
In
I
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
4.1.1
4
.
1
.
1
c),
c
)
,
the
t
h
e
cable-construction
c
a
b
l
e
-
c
o
n
s
t
r
u
c
t
i
o
n
materials
m
a
t
e
r
i
a
l
s
shall
s
h
a
l
l
be
b
e
compatible
c
o
m
p
a
t
i
b
l
e
with
w
i
t
h
fluids
fl
u
i
d
s
with
w
i
t
h
which
w
h
i
c
h
they
t
h
e
y
may
m
a
y
come
c
o
m
e
into
i
n
t
o
contact,
c
o
n
t
a
c
t
,
e
e
g.
g
.
terminations.
t
e
r
m
i
n
a
t
i
o
n
s
.
7.4.4.2
7
.
4
.
4
.
2
Fiber
F
i
b
e
r
Package
P
a
c
k
a
g
e
The
T
h
e
fibers
fi
b
e
r
s
shall
s
h
a
l
l
be
b
e
contained
c
o
n
t
a
i
n
e
d
within
w
i
t
h
i
n
a
a
carrier
c
a
r
r
i
e
r
package
p
a
c
k
a
g
e
that
t
h
a
t
shall
s
h
a
l
l
prevent
p
r
e
v
e
n
t
water
w
a
t
e
r
and
a
n
d
minimize
m
i
n
i
m
i
z
e
hydrogen
h
y
d
r
o
g
e
n
contact
c
o
n
t
a
c
t
with
w
i
t
h
each
e
a
c
h
fiber.
fi
b
e
r
.
The
T
h
e
carrier
c
a
r
r
i
e
r
package
p
a
c
k
a
g
e
and
a
n
d
its
i
t
s
contents
c
o
n
t
e
n
t
s
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
to
t
o
block
b
l
o
c
k
water
w
a
t
e
r
ingress
i
n
g
r
e
s
s
in
i
n
the
t
h
e
event
e
v
e
n
t
that
t
h
a
t
the
t
h
e
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
cable
c
a
b
l
e
in
i
n
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
is
i
s
severed.
s
e
v
e
r
e
d
.
The
T
h
e
package
p
a
c
k
a
g
e
shall
s
h
a
l
l
include
i
n
c
l
u
d
e
water-blocking
w
a
t
e
r
-
b
l
o
c
k
i
n
g
and
a
n
d
a
a
hydrogen
h
y
d
r
o
g
e
n
scavenger
s
c
a
v
e
n
g
e
r
compound
c
o
m
p
o
u
n
d
to
t
o
minimize
m
i
n
i
m
i
z
e
hydrogen
h
y
d
r
o
g
e
n
contact
c
o
n
t
a
c
t
with
w
i
t
h
the
t
h
e
fibers.
fi
b
e
r
s
.
The
T
h
e
tube
t
u
b
e
package,
p
a
c
k
a
g
e
,
together
t
o
g
e
t
h
e
r
with
w
i
t
h
external
e
x
t
e
r
n
a
l
armoring
a
r
m
o
r
i
n
g
that
t
h
a
t
may
m
a
y
be
b
e
provided
p
r
o
v
i
d
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
7.4
7
.
4
4.4,
4
.
4
,
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
to
t
o
provide
p
r
o
v
i
d
e
mechanical
m
e
c
h
a
n
i
c
a
l
protection
p
r
o
t
e
c
t
i
o
n
for
f
o
r
the
t
h
e
fibers
fi
b
e
r
s
against
a
g
a
i
n
s
t
tensile
t
e
n
s
i
l
e
and
a
n
d
crushing
c
r
u
s
h
i
n
g
loads.
l
o
a
d
s
.
NOTE
N
O
T
E
Tensile
T
e
n
s
i
l
e
protection
p
r
o
t
e
c
t
i
o
n
can
c
a
n
be
b
e
by
b
y
means
m
e
a
n
s
of
o
f
a
a
central
c
e
n
t
r
a
l
strength
s
t
r
e
n
g
t
h
member
m
e
m
b
e
r
and/or
a
n
d
/
o
r
external
e
x
t
e
r
n
a
l
armoring
a
r
m
o
r
i
n
g
of
o
f
either
e
i
t
h
e
r
metallic
m
e
t
a
l
l
i
c
form
f
o
r
m
or
o
r
textile
t
e
x
t
i
l
e
yam.
y
a
m
.
Mechanical
M
e
c
h
a
n
i
c
a
l
protection
p
r
o
t
e
c
t
i
o
n
can
c
a
n
be
b
e
by
b
y
means
m
e
a
n
s
of
o
f
encapsulation
e
n
c
a
p
s
u
l
a
t
i
o
n
in
i
n
either
e
i
t
h
e
r
a
a
polymeric
p
o
l
y
m
e
r
i
c
or
o
r
metallic
m
e
t
a
l
l
i
c
tube,
t
u
b
e
,
with
w
i
t
h
or
o
r
without
w
i
t
h
o
u
t
external
e
x
t
e
r
n
a
l
armoring.
a
r
m
o
r
i
n
g
.
7.4.4.3
7
.
4
.
4
.
3
Sheathing
S
h
e
a
t
h
i
n
g
The
T
h
e
fiber
fi
b
e
r
package
p
a
c
k
a
g
e
can
c
a
n
require
r
e
q
u
i
r
e
a
a
continuous
c
o
n
t
i
n
u
o
u
s
extruded
e
x
t
r
u
d
e
d
polymeric
p
o
l
y
m
e
r
i
c
sheath
s
h
e
a
t
h
in
i
n
order
o
r
d
e
r
to
t
o
achieve
a
c
h
i
e
v
e
an
a
n
additional
a
d
d
i
t
i
o
n
a
l
sealing
s
e
a
l
i
n
g
layer
l
a
y
e
r
and
a
n
d
armor
a
r
m
o
r
bed,
b
e
d
,
where
w
h
e
r
e
required,
r
e
q
u
i
r
e
d
,
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.4.4
7
.
4
.
4
.
4
Armor/Reinforcement
A
r
m
o
r
/
R
e
i
n
f
o
r
c
e
m
e
n
t
Tensile,
T
e
n
s
i
l
e
,
axial
a
x
i
a
l
stiDness
s
t
i
D
n
e
s
s
and
a
n
d
crush
c
r
u
s
h
protection,
p
r
o
t
e
c
t
i
o
n
,
in
i
n
addition
a
d
d
i
t
i
o
n
to
t
o
that
t
h
a
t
provided
p
r
o
v
i
d
e
d
by
b
y
the
t
h
e
fiber
fi
b
e
r
package,
p
a
c
k
a
g
e
,
can
c
a
n
be
b
e
achieved
a
c
h
i
e
v
e
d
by
b
y
means
m
e
a
n
s
of
o
f
external
e
x
t
e
r
n
a
l
armoring,
a
r
m
o
r
i
n
g
,
preferably
p
r
e
f
e
r
a
b
l
y
metallic.
m
e
t
a
l
l
i
c
.
The
T
h
e
material
m
a
t
e
r
i
a
l
and
a
n
d
lay
l
a
y
angle(s)
a
n
g
l
e
(
s
)
of
o
f
the
t
h
e
mechanical
m
e
c
h
a
n
i
c
a
l
protection
p
r
o
t
e
c
t
i
o
n
shall
s
h
a
l
l
be
b
e
selected
s
e
l
e
c
t
e
d
in
i
n
order
o
r
d
e
r
to
t
o
minimize
m
i
n
i
m
i
z
e
the
t
h
e
extension
e
x
t
e
n
s
i
o
n
under
u
n
d
e
r
load
l
o
a
d
while
w
h
i
l
e
maintaining
m
a
i
n
t
a
i
n
i
n
g
cable
c
a
b
l
e
flexibility.
fl
e
x
i
b
i
l
i
t
y
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.4.4.5
7
.
4
.
4
.
5
Outer
O
u
t
e
r
sheath
s
h
e
a
t
h
NOTE
N
O
T
E
The
T
h
e
mechanical
m
e
c
h
a
n
i
c
a
l
protection
p
r
o
t
e
c
t
i
o
n
can
c
a
n
require
r
e
q
u
i
r
e
a
a
continuous
c
o
n
t
i
n
u
o
u
s
extruded
e
x
t
r
u
d
e
d
polymeric
p
o
l
y
m
e
r
i
c
sheath
s
h
e
a
t
h
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.4.6
7
.
4
.
4
.
6
Cable
C
a
b
l
e
identification
i
d
e
n
t
i
fi
c
a
t
i
o
n
Each
E
a
c
h
individual
i
n
d
i
v
i
d
u
a
l
cable
c
a
b
l
e
shall
s
h
a
l
l
have
h
a
v
e
a
a
unique
u
n
i
q
u
e
identification
i
d
e
n
t
i
fi
c
a
t
i
o
n
and
a
n
d
shall
s
h
a
l
l
be
b
e
marked
m
a
r
k
e
d
along
a
l
o
n
g
the
t
h
e
complete
c
o
m
p
l
e
t
e
length
l
e
n
g
t
h
at
a
t
regular
r
e
g
u
l
a
r
intervals
i
n
t
e
r
v
a
l
s
not
n
o
t
exceeding
e
x
c
e
e
d
i
n
g
1
1
m
m
(3.28
(
3
.
2
8
ft),
f
t
)
,
with:
w
i
t
h
:
-
the
t
h
e
manufacturer;
m
a
n
u
f
a
c
t
u
r
e
r
;
-
the
t
h
e
batch
b
a
t
c
h
number;
n
u
m
b
e
r
;
-
the
t
h
e
fiber
fi
b
e
r
type;
t
y
p
e
;
-
the
t
h
e
number
n
u
m
b
e
r
of
o
f
fibers;
fi
b
e
r
s
;
-
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
part
p
a
r
t
number;
n
u
m
b
e
r
;
-
a
a
unique
u
n
i
q
u
e
component
c
o
m
p
o
n
e
n
t
reference,
r
e
f
e
r
e
n
c
e
,
e.g.
e
.
g
.
“Line
“
L
i
n
e
6.”
6
.
”
7.4.5
7
.
4
.
5
Termination
T
e
r
m
i
n
a
t
i
o
n
Interface
I
n
t
e
r
f
a
c
e
The
T
h
e
design
d
e
s
i
g
n
of
o
f
the
t
h
e
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
cables
c
a
b
l
e
s
shall
s
h
a
l
l
recognize
r
e
c
o
g
n
i
z
e
that
t
h
a
t
the
t
h
e
cables
c
a
b
l
e
s
terminate
t
e
r
m
i
n
a
t
e
in
i
n
some
s
o
m
e
form
f
o
r
m
of
o
f
water-blocking
w
a
t
e
r
-
b
l
o
c
k
i
n
g
arrangement,
a
r
r
a
n
g
e
m
e
n
t
,
which
w
h
i
c
h
shall
s
h
a
l
l
function
f
u
n
c
t
i
o
n
throughout
t
h
r
o
u
g
h
o
u
t
the
t
h
e
design
d
e
s
i
g
n
life.
l
i
f
e
.
The
T
h
e
materials
m
a
t
e
r
i
a
l
s
of
o
f
construction
c
o
n
s
t
r
u
c
t
i
o
n
or
o
r
the
t
h
e
design
d
e
s
i
g
n
shall
s
h
a
l
l
not
n
o
t
impede
i
m
p
e
d
e
the
t
h
e
long-term
l
o
n
g
-
t
e
r
m
stability
s
t
a
b
i
l
i
t
y
of
o
f
the
t
h
e
termination
t
e
r
m
i
n
a
t
i
o
n
interface;
i
n
t
e
r
f
a
c
e
;
NOTE
N
O
T
E
This
T
h
i
s
document
d
o
c
u
m
e
n
t
is
i
s
not
n
o
t
applicable
a
p
p
l
i
c
a
b
l
e
to
t
o
the
t
h
e
design
d
e
s
i
g
n
of
o
f
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
terminations
t
e
r
m
i
n
a
t
i
o
n
s
for
f
o
r
subsea
s
u
b
s
e
a
use.
u
s
e
.
7.4.6
7
.
4
.
6
Performance
P
e
r
f
o
r
m
a
n
c
e
Requirements
R
e
q
u
i
r
e
m
e
n
t
s
7.4.6.1
7
.
4
.
6
.
1
Optical
O
p
t
i
c
a
l
Attenuation
A
t
t
e
n
u
a
t
i
o
n
The
T
h
e
optical
o
p
t
i
c
a
l
attenuation
a
t
t
e
n
u
a
t
i
o
n
for
f
o
r
each
e
a
c
h
fiber
fi
b
e
r
at
a
t
specified
s
p
e
c
i
fi
e
d
wavelengths
w
a
v
e
l
e
n
g
t
h
s
shall
s
h
a
l
l
meet
m
e
e
t
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
given
g
i
v
e
n
by
b
y
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
Section
S
e
c
t
i
o
n
4.
4
.
7.4.6.1
7
.
4
.
6
.
1
Fiber
F
i
b
e
r
Strain
S
t
r
a
i
n
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
and
a
n
d
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
cables
c
a
b
l
e
s
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
so
s
o
that
t
h
a
t
potentially
p
o
t
e
n
t
i
a
l
l
y
damaging
d
a
m
a
g
i
n
g
residual
r
e
s
i
d
u
a
l
strain
s
t
r
a
i
n
levels
l
e
v
e
l
s
are
a
r
e
not
n
o
t
imposed
i
m
p
o
s
e
d
on
o
n
the
t
h
e
optical
o
p
t
i
c
a
l
fibers.
fi
b
e
r
s
.
Excessive
E
x
c
e
s
s
i
v
e
compression
c
o
m
p
r
e
s
s
i
o
n
causes
c
a
u
s
e
s
increased
i
n
c
r
e
a
s
e
d
fiber
fi
b
e
r
attenuation,
a
t
t
e
n
u
a
t
i
o
n
,
and
a
n
d
excessive
e
x
c
e
s
s
i
v
e
strain
s
t
r
a
i
n
causes
c
a
u
s
e
s
latent
l
a
t
e
n
t
defects
d
e
f
e
c
t
s
and
a
n
d
early
e
a
r
l
y
failure.
f
a
i
l
u
r
e
.
The
T
h
e
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
package
p
a
c
k
a
g
e
shall
s
h
a
l
l
be
b
e
designed
d
e
s
i
g
n
e
d
and
a
n
d
tested
t
e
s
t
e
d
so
s
o
that
t
h
a
t
the
t
h
e
residual
r
e
s
i
d
u
a
l
strain
s
t
r
a
i
n
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
levels
l
e
v
e
l
s
fall
f
a
l
l
in
i
n
a
a
range
r
a
n
g
e
from
f
r
o
m
0.05
0
.
0
5
%
%
to
t
o
0.25
0
.
2
5
%
%
for
f
o
r
any
a
n
y
individual
i
n
d
i
v
i
d
u
a
l
fiber,
fi
b
e
r
,
irrespective
i
r
r
e
s
p
e
c
t
i
v
e
of
o
f
fiber
fi
b
e
r
over-length.
o
v
e
r
-
l
e
n
g
t
h
.
7.4.7
7
.
4
.
7
Jointing
J
o
i
n
t
i
n
g
7.4.7.1
7
.
4
.
7
.
1
Cable
C
a
b
l
e
Jointing
J
o
i
n
t
i
n
g
If
I
f
production
p
r
o
d
u
c
t
i
o
n
lengths
l
e
n
g
t
h
s
dictate,
d
i
c
t
a
t
e
,
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
cable
c
a
b
l
e
lengths
l
e
n
g
t
h
s
may
m
a
y
be
b
e
joined
j
o
i
n
e
d
together.
t
o
g
e
t
h
e
r
.
The
T
h
e
joint
j
o
i
n
t
shall
s
h
a
l
l
be
b
e
either
e
i
t
h
e
r
a
a
cable
c
a
b
l
e
splice
s
p
l
i
c
e
incorporating
i
n
c
o
r
p
o
r
a
t
i
n
g
fiber
fi
b
e
r
splices
s
p
l
i
c
e
s
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification,
s
p
e
c
i
fi
c
a
t
i
o
n
,
or
o
r
a
a
splice
s
p
l
i
c
e
box
b
o
x
whereby
w
h
e
r
e
b
y
the
t
h
e
individual
i
n
d
i
v
i
d
u
a
l
pigtails
p
i
g
t
a
i
l
s
can
c
a
n
be
b
e
configured
c
o
n
fi
g
u
r
e
d
to
t
o
allow
a
l
l
o
w
the
t
h
e
splicing
s
p
l
i
c
i
n
g
such
s
u
c
h
that
t
h
a
t
the
t
h
e
jointed
j
o
i
n
t
e
d
fibers
fi
b
e
r
s
can
c
a
n
be
b
e
accommodated
a
c
c
o
m
m
o
d
a
t
e
d
free
f
r
e
e
of
o
f
tensile
t
e
n
s
i
l
e
and
a
n
d
bending
b
e
n
d
i
n
g
stresses.
s
t
r
e
s
s
e
s
.
Whichever
W
h
i
c
h
e
v
e
r
method
m
e
t
h
o
d
is
i
s
employed,
e
m
p
l
o
y
e
d
,
water
w
a
t
e
r
and
a
n
d
hydrogen
h
y
d
r
o
g
e
n
shall
s
h
a
l
l
be
b
e
prevented
p
r
e
v
e
n
t
e
d
from
f
r
o
m
coming
c
o
m
i
n
g
into
i
n
t
o
contact
c
o
n
t
a
c
t
with
w
i
t
h
the
t
h
e
fibers.
fi
b
e
r
s
.
7.4.7.2
7
.
4
.
7
.
2
Fiber
F
i
b
e
r
Splicing
S
p
l
i
c
i
n
g
Jointing
J
o
i
n
t
i
n
g
of
o
f
the
t
h
e
fibers
fi
b
e
r
s
shall
s
h
a
l
l
be
b
e
allowed,
a
l
l
o
w
e
d
,
with
w
i
t
h
the
t
h
e
use
u
s
e
of
o
f
high-strength,
h
i
g
h
-
s
t
r
e
n
g
t
h
,
qualified
q
u
a
l
i
fi
e
d
fusion-
f
u
s
i
o
n
-
splicing
s
p
l
i
c
i
n
g
techniques.
t
e
c
h
n
i
q
u
e
s
.
The
T
h
e
acceptance
a
c
c
e
p
t
a
n
c
e
level
l
e
v
e
l
of
o
f
splice-loss
s
p
l
i
c
e
-
l
o
s
s
attenuation
a
t
t
e
n
u
a
t
i
o
n
shall
s
h
a
l
l
be
b
e
as
a
s
defined
d
e
fi
n
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
Splices
S
p
l
i
c
e
s
shall
s
h
a
l
l
be
b
e
individually
i
n
d
i
v
i
d
u
a
l
l
y
subjected
s
u
b
j
e
c
t
e
d
to
t
o
tensile
t
e
n
s
i
l
e
proof
p
r
o
o
f
testing
t
e
s
t
i
n
g
to
t
o
the
t
h
e
load
l
o
a
d
level
l
e
v
e
l
defined
d
e
fi
n
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification
s
p
e
c
i
fi
c
a
t
i
o
n
[typically
[
t
y
p
i
c
a
l
l
y
from
f
r
o
m
700
7
0
0
MPa
M
P
a
to
t
o
1750
1
7
5
0
MPa
M
P
a
(100
(
1
0
0
ksi
k
s
i
to
t
o
250
2
5
0
ksi)].
k
s
i
)
]
.
The
T
h
e
splice
s
p
l
i
c
e
region
r
e
g
i
o
n
shall
s
h
a
l
l
be
b
e
suitably
s
u
i
t
a
b
l
y
protected
p
r
o
t
e
c
t
e
d
and
a
n
d
the
t
h
e
optical
o
p
t
i
c
a
l
performance,
p
e
r
f
o
r
m
a
n
c
e
,
after
a
f
t
e
r
splicing,
s
p
l
i
c
i
n
g
,
shall
s
h
a
l
l
meet
m
e
e
t
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
Section
S
e
c
t
i
o
n
4.
4
.
7.4.8
7
.
4
.
8
Structural
S
t
r
u
c
t
u
r
a
l
Analysis
A
n
a
l
y
s
i
s
Structural
S
t
r
u
c
t
u
r
a
l
analysis,
a
n
a
l
y
s
i
s
,
taking
t
a
k
i
n
g
into
i
n
t
o
account
a
c
c
o
u
n
t
the
t
h
e
data
d
a
t
a
generated
g
e
n
e
r
a
t
e
d
from
f
r
o
m
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
structural
s
t
r
u
c
t
u
r
a
l
analysis
a
n
a
l
y
s
i
s
specified
s
p
e
c
i
fi
e
d
in
i
n
6.3.9.2,
6
.
3
.
9
.
2
,
shall
s
h
a
l
l
be
b
e
undertaken
u
n
d
e
r
t
a
k
e
n
to
t
o
confirm
c
o
n
fi
r
m
the
t
h
e
acceptability
a
c
c
e
p
t
a
b
i
l
i
t
y
of
o
f
the
t
h
e
cable
c
a
b
l
e
design
d
e
s
i
g
n
for
f
o
r
the
t
h
e
loadings
l
o
a
d
i
n
g
s
it
i
t
will
w
i
l
l
experience
e
x
p
e
r
i
e
n
c
e
during
d
u
r
i
n
g
testing
t
e
s
t
i
n
g
and
a
n
d
service.
s
e
r
v
i
c
e
.
7.4.9
7
.
4
.
9
Manufacturing
M
a
n
u
f
a
c
t
u
r
i
n
g
7.4.9.1
7
.
4
.
9
.
1
Fiber
F
i
b
e
r
Manufacture
M
a
n
u
f
a
c
t
u
r
e
Fibers
F
i
b
e
r
s
shall
s
h
a
l
l
be
b
e
produced
p
r
o
d
u
c
e
d
from
f
r
o
m
high-grade
h
i
g
h
-
g
r
a
d
e
silica
s
i
l
i
c
a
glass
g
l
a
s
s
meeting
m
e
e
t
i
n
g
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification,
s
p
e
c
i
fi
c
a
t
i
o
n
,
and
a
n
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
IEC
I
E
C
60793-1-1,
6
0
7
9
3
-
1
-
1
,
I
I
EC
E
C
60793-2,
6
0
7
9
3
-
2
,
ITU-T-G.650.1,
I
T
U
-
T
-
G
.
6
5
0
.
1
,
ITU-T
I
T
U
-
T
G650.2,
G
6
5
0
.
2
,
ITU-T
I
T
U
-
T
G.652,
G
.
6
5
2
,
ITU-T
I
T
U
-
T
G.654,
G
.
6
5
4
,
and
a
n
d
ITU-T
I
T
U
-
T
G.655.
G
.
6
5
5
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
Fibers
F
i
b
e
r
s
shall
s
h
a
l
l
be
b
e
identified
i
d
e
n
t
i
fi
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.9.2
7
.
4
.
9
.
2
Fiber-package
F
i
b
e
r
-
p
a
c
k
a
g
e
Construction
C
o
n
s
t
r
u
c
t
i
o
n
The
T
h
e
individual
i
n
d
i
v
i
d
u
a
l
fibers
fi
b
e
r
s
shall
s
h
a
l
l
be
b
e
assembled
a
s
s
e
m
b
l
e
d
into
i
n
t
o
the
t
h
e
fiber
fi
b
e
r
package
p
a
c
k
a
g
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.9.3
7
.
4
.
9
.
3
Sheathing
S
h
e
a
t
h
i
n
g
A
A
sheathing
s
h
e
a
t
h
i
n
g
layer(s),
l
a
y
e
r
(
s
)
,
where
w
h
e
r
e
applied,
a
p
p
l
i
e
d
,
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
There
T
h
e
r
e
shall
s
h
a
l
l
be
b
e
no
n
o
discontinuities
d
i
s
c
o
n
t
i
n
u
i
t
i
e
s
observed
o
b
s
e
r
v
e
d
or
o
r
detected
d
e
t
e
c
t
e
d
in
i
n
the
t
h
e
extruded
e
x
t
r
u
d
e
d
sheath(s).
s
h
e
a
t
h
(
s
)
.
Repairs
R
e
p
a
i
r
s
to
t
o
the
t
h
e
sheath(s)
s
h
e
a
t
h
(
s
)
are
a
r
e
permissible
p
e
r
m
i
s
s
i
b
l
e
and
a
n
d
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.9.4
7
.
4
.
9
.
4
Armoring/reinforcement
A
r
m
o
r
i
n
g
/
r
e
i
n
f
o
r
c
e
m
e
n
t
Where
W
h
e
r
e
present,
p
r
e
s
e
n
t
,
this
t
h
i
s
shall
s
h
a
l
l
be
b
e
uniformly
u
n
i
f
o
r
m
l
y
applied
a
p
p
l
i
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.10
7
.
4
.
1
0
Verification/qualification
V
e
r
i
fi
c
a
t
i
o
n
/
q
u
a
l
i
fi
c
a
t
i
o
n
Testing
T
e
s
t
i
n
g
7.4.10.1
7
.
4
.
1
0
.
1
General
G
e
n
e
r
a
l
Verification
V
e
r
i
fi
c
a
t
i
o
n
tests
t
e
s
t
s
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
samples
s
a
m
p
l
e
s
of
o
f
the
t
h
e
particular
p
a
r
t
i
c
u
l
a
r
cable
c
a
b
l
e
and
a
n
d
are
a
r
e
intended
i
n
t
e
n
d
e
d
to
t
o
qualify
q
u
a
l
i
f
y
the
t
h
e
design
d
e
s
i
g
n
as
a
s
being
b
e
i
n
g
fit
fi
t
for
f
o
r
purpose,
p
u
r
p
o
s
e
,
when
w
h
e
n
considering
c
o
n
s
i
d
e
r
i
n
g
the
t
h
e
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
and
a
n
d
properties
p
r
o
p
e
r
t
i
e
s
described
d
e
s
c
r
i
b
e
d
in
i
n
7.4.10.2
7
.
4
.
1
0
.
2
to
t
o
7.4.10.7.
7
.
4
.
1
0
.
7
.
7.4.10.2
7
.
4
.
1
0
.
2
Visual
V
i
s
u
a
l
and
a
n
d
Dimensional
D
i
m
e
n
s
i
o
n
a
l
During
D
u
r
i
n
g
the
t
h
e
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
process,
p
r
o
c
e
s
s
,
where
w
h
e
r
e
feasible
f
e
a
s
i
b
l
e
and
a
n
d
in
i
n
line
l
i
n
e
with
w
i
t
h
current
c
u
r
r
e
n
t
industry
i
n
d
u
s
t
r
y
standards,
s
t
a
n
d
a
r
d
s
,
each
e
a
c
h
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
cable
c
a
b
l
e
shall
s
h
a
l
l
be
b
e
visually
v
i
s
u
a
l
l
y
examined
e
x
a
m
i
n
e
d
and
a
n
d
shall
s
h
a
l
l
be
b
e
free
f
r
e
e
from
f
r
o
m
damage,
d
a
m
a
g
e
,
kinks,
k
i
n
k
s
,
or
o
r
irregularities.
i
r
r
e
g
u
l
a
r
i
t
i
e
s
.
Cable
C
a
b
l
e
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
processes
p
r
o
c
e
s
s
e
s
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
visual
v
i
s
u
a
l
examination.
e
x
a
m
i
n
a
t
i
o
n
.
Manufacturing
M
a
n
u
f
a
c
t
u
r
i
n
g
parameters
p
a
r
a
m
e
t
e
r
s
shall
s
h
a
l
l
be
b
e
periodically
p
e
r
i
o
d
i
c
a
l
l
y
measured,
m
e
a
s
u
r
e
d
,
and
a
n
d
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.4.10.3
7
.
4
.
1
0
.
3
Transmission
T
r
a
n
s
m
i
s
s
i
o
n
and
a
n
d
Optical
O
p
t
i
c
a
l
Characteristics
C
h
a
r
a
c
t
e
r
i
s
t
i
c
s
Transmission
T
r
a
n
s
m
i
s
s
i
o
n
and
a
n
d
optical
o
p
t
i
c
a
l
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
of
o
f
the
t
h
e
optical
o
p
t
i
c
a
l
fibers
fi
b
e
r
s
shall
s
h
a
l
l
be
b
e
verified
v
e
r
i
fi
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
60793-1-1
6
0
7
9
3
-
1
-
1
and
a
n
d
IEC
I
E
C
60793-2.
6
0
7
9
3
-
2
.
7.4.10.4
7
.
4
.
1
0
.
4
Mechanical
M
e
c
h
a
n
i
c
a
l
Characteristics
C
h
a
r
a
c
t
e
r
i
s
t
i
c
s
Mechanical
M
e
c
h
a
n
i
c
a
l
characteristics
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
of
o
f
the
t
h
e
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
cables
c
a
b
l
e
s
shall
s
h
a
l
l
be
b
e
verified
v
e
r
i
fi
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
IEC
I
E
C
60794-1-21
6
0
7
9
4
-
1
-
2
1
or
o
r
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
ITU-T
I
T
U
-
T
G.976.
G
.
9
7
6
.
7.4.10.5
7
.
4
.
1
0
.
5
Environmental
E
n
v
i
r
o
n
m
e
n
t
a
l
Resistance
R
e
s
i
s
t
a
n
c
e
The
T
h
e
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
resistance
r
e
s
i
s
t
a
n
c
e
of
o
f
the
t
h
e
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
cable
c
a
b
l
e
to
t
o
seawater,
s
e
a
w
a
t
e
r
,
hydrogen,
h
y
d
r
o
g
e
n
,
and
a
n
d
service
s
e
r
v
i
c
e
fluids
fl
u
i
d
s
shall
s
h
a
l
l
be
b
e
verified
v
e
r
i
fi
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.10.6
7
.
4
.
1
0
.
6
External
E
x
t
e
r
n
a
l
Pressure
P
r
e
s
s
u
r
e
Test
T
e
s
t
A
A
sample
s
a
m
p
l
e
of
o
f
the
t
h
e
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
cable
c
a
b
l
e
having
h
a
v
i
n
g
a
a
length
l
e
n
g
t
h
not
n
o
t
less
l
e
s
s
than
t
h
a
n
10
1
0
m
m
(32.8
(
3
2
.
8
ft)
f
t
)
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
an
a
n
external
e
x
t
e
r
n
a
l
hydrostatic
h
y
d
r
o
s
t
a
t
i
c
pressure
p
r
e
s
s
u
r
e
test
t
e
s
t
for
f
o
r
a
a
period
p
e
r
i
o
d
of
o
f
14
1
4
days
d
a
y
s
at
a
t
a
a
minimum
m
i
n
i
m
u
m
pressure
p
r
e
s
s
u
r
e
equivalent
e
q
u
i
v
a
l
e
n
t
to
t
o
the
t
h
e
maximum
m
a
x
i
m
u
m
installation
i
n
s
t
a
l
l
a
t
i
o
n
depth
d
e
p
t
h
for
f
o
r
the
t
h
e
umbilical.
u
m
b
i
l
i
c
a
l
.
The
T
h
e
specimen's
s
p
e
c
i
m
e
n
'
s
optical
o
p
t
i
c
a
l
fibers
fi
b
e
r
s
shall
s
h
a
l
l
be
b
e
joined
j
o
i
n
e
d
in
i
n
series
s
e
r
i
e
s
and
a
n
d
periodically
p
e
r
i
o
d
i
c
a
l
l
y
monitored
m
o
n
i
t
o
r
e
d
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
Any
A
n
y
changes
c
h
a
n
g
e
s
in
i
n
attenuation
a
t
t
e
n
u
a
t
i
o
n
measured
m
e
a
s
u
r
e
d
shall
s
h
a
l
l
not
n
o
t
cause
c
a
u
s
e
degradation
d
e
g
r
a
d
a
t
i
o
n
in
i
n
system
s
y
s
t
e
m
performance
p
e
r
f
o
r
m
a
n
c
e
over
o
v
e
r
the
t
h
e
design
d
e
s
i
g
n
life
l
i
f
e
of
o
f
the
t
h
e
system.
s
y
s
t
e
m
.
Following
F
o
l
l
o
w
i
n
g
completion
c
o
m
p
l
e
t
i
o
n
of
o
f
the
t
h
e
test,
t
e
s
t
,
the
t
h
e
sample
s
a
m
p
l
e
shall
s
h
a
l
l
be
b
e
stripped
s
t
r
i
p
p
e
d
down
d
o
w
n
and
a
n
d
examined
e
x
a
m
i
n
e
d
for
f
o
r
any
a
n
y
evidence
e
v
i
d
e
n
c
e
of
o
f
structural
s
t
r
u
c
t
u
r
a
l
or
o
r
fiber
fi
b
e
r
change
c
h
a
n
g
e
that
t
h
a
t
can
c
a
n
compromise
c
o
m
p
r
o
m
i
s
e
the
t
h
e
design
d
e
s
i
g
n
life
l
i
f
e
of
o
f
the
t
h
e
system.
s
y
s
t
e
m
.
7.4.10.7
7
.
4
.
1
0
.
7
Fiber
F
i
b
e
r
Splicing
S
p
l
i
c
i
n
g
If
I
f
a
a
splice
s
p
l
i
c
e
is
i
s
being
b
e
i
n
g
provided
p
r
o
v
i
d
e
d
in
i
n
the
t
h
e
cable,
c
a
b
l
e
,
this
t
h
i
s
shall
s
h
a
l
l
also
a
l
s
o
be
b
e
subjected
s
u
b
j
e
c
t
e
d
to
t
o
the
t
h
e
same
s
a
m
e
qualification
q
u
a
l
i
fi
c
a
t
i
o
n
testing
t
e
s
t
i
n
g
as
a
s
the
t
h
e
cable.
c
a
b
l
e
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.4.11
7
.
4
.
1
1
Acceptance
A
c
c
e
p
t
a
n
c
e
Testing
T
e
s
t
i
n
g
7.4.11.1
7
.
4
.
1
1
.
1
General
G
e
n
e
r
a
l
Acceptance
A
c
c
e
p
t
a
n
c
e
tests
t
e
s
t
s
are
a
r
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
100
1
0
0
%
%
of
o
f
manufactured
m
a
n
u
f
a
c
t
u
r
e
d
cables
c
a
b
l
e
s
prior
p
r
i
o
r
to
t
o
inclusion
i
n
c
l
u
s
i
o
n
within
w
i
t
h
i
n
an
a
n
umbilical.
u
m
b
i
l
i
c
a
l
.
7.4.11.2
7
.
4
.
1
1
.
2
Visual
V
i
s
u
a
l
and
a
n
d
Dimensional
D
i
m
e
n
s
i
o
n
a
l
During
D
u
r
i
n
g
the
t
h
e
manufacturing
m
a
n
u
f
a
c
t
u
r
i
n
g
process,
p
r
o
c
e
s
s
,
where
w
h
e
r
e
feasible
f
e
a
s
i
b
l
e
and
a
n
d
in
i
n
line
l
i
n
e
with
w
i
t
h
current
c
u
r
r
e
n
t
industry
i
n
d
u
s
t
r
y
standards,
s
t
a
n
d
a
r
d
s
,
each
e
a
c
h
optical-fiber
o
p
t
i
c
a
l
-
fi
b
e
r
cable
c
a
b
l
e
shall
s
h
a
l
l
be
b
e
100
1
0
0
%
%
visually
v
i
s
u
a
l
l
y
examined
e
x
a
m
i
n
e
d
and
a
n
d
shall
s
h
a
l
l
be
b
e
free
f
r
e
e
from
f
r
o
m
damage,
d
a
m
a
g
e
,
kinks,
k
i
n
k
s
,
or
o
r
irregularities.
i
r
r
e
g
u
l
a
r
i
t
i
e
s
.
Cable
C
a
b
l
e
lay-up,
l
a
y
-
u
p
,
carrier
c
a
r
r
i
e
r
tube
t
u
b
e
fabrication,
f
a
b
r
i
c
a
t
i
o
n
,
sheathing,
s
h
e
a
t
h
i
n
g
,
and
a
n
d
armoring
a
r
m
o
r
i
n
g
processes
p
r
o
c
e
s
s
e
s
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
visual
v
i
s
u
a
l
examination.
e
x
a
m
i
n
a
t
i
o
n
.
Manufacturing
M
a
n
u
f
a
c
t
u
r
i
n
g
parameters
p
a
r
a
m
e
t
e
r
s
shall
s
h
a
l
l
be
b
e
periodically
p
e
r
i
o
d
i
c
a
l
l
y
measured
m
e
a
s
u
r
e
d
and
a
n
d
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.11.2
7
.
4
.
1
1
.
2
Optical
O
p
t
i
c
a
l
Time-domain
T
i
m
e
-
d
o
m
a
i
n
Reflectometry/attenuation
R
e
fl
e
c
t
o
m
e
t
r
y
/
a
t
t
e
n
u
a
t
i
o
n
Each
E
a
c
h
fiber
fi
b
e
r
within
w
i
t
h
i
n
the
t
h
e
cable
c
a
b
l
e
shall
s
h
a
l
l
be
b
e
subject
s
u
b
j
e
c
t
to
t
o
an
a
n
optical
o
p
t
i
c
a
l
time-domain
t
i
m
e
-
d
o
m
a
i
n
reflectometry
r
e
fl
e
c
t
o
m
e
t
r
y
(OTDR)
(
O
T
D
R
)
test
t
e
s
t
from
f
r
o
m
each
e
a
c
h
end,
e
n
d
,
at
a
t
wavelengths
w
a
v
e
l
e
n
g
t
h
s
specified
s
p
e
c
i
fi
e
d
in
i
n
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
Graphs
G
r
a
p
h
s
shall
s
h
a
l
l
be
b
e
produced
p
r
o
d
u
c
e
d
that
t
h
a
t
detail
d
e
t
a
i
l
all
a
l
l
the
t
h
e
major
m
a
j
o
r
points,
p
o
i
n
t
s
,
such
s
u
c
h
as
a
s
start
s
t
a
r
t
and
a
n
d
end
e
n
d
of
o
f
the
t
h
e
cable
c
a
b
l
e
and
a
n
d
splices
s
p
l
i
c
e
s
(if
(
i
f
present).
p
r
e
s
e
n
t
)
.
Attenuation
A
t
t
e
n
u
a
t
i
o
n
values
v
a
l
u
e
s
shall
s
h
a
l
l
meet
m
e
e
t
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
the
t
h
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
written
w
r
i
t
t
e
n
specification.
s
p
e
c
i
fi
c
a
t
i
o
n
.
7.4.12
7
.
4
.
1
2
Delivery
D
e
l
i
v
e
r
y
Testing
T
e
s
t
i
n
g
If
I
f
the
t
h
e
completed
c
o
m
p
l
e
t
e
d
cable
c
a
b
l
e
is
i
s
transported
t
r
a
n
s
p
o
r
t
e
d
from
f
r
o
m
the
t
h
e
cable
c
a
b
l
e
manufacturer's
m
a
n
u
f
a
c
t
u
r
e
r
'
s
facility
f
a
c
i
l
i
t
y
to
t
o
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
manufacturer’s
m
a
n
u
f
a
c
t
u
r
e
r
’
s
facility,
f
a
c
i
l
i
t
y
,
an
a
n
OTDR
O
T
D
R
test
t
e
s
t
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.4.11.3
7
.
4
.
1
1
.
3
shall
s
h
a
l
l
be
b
e
performed
p
e
r
f
o
r
m
e
d
on
o
n
all
a
l
l
fibers
fi
b
e
r
s
following
f
o
l
l
o
w
i
n
g
delivery,
d
e
l
i
v
e
r
y
,
prior
p
r
i
o
r
to
t
o
lay-up.
l
a
y
-
u
p
.
Attenuation
A
t
t
e
n
u
a
t
i
o
n
values
v
a
l
u
e
s
shall
s
h
a
l
l
meet
m
e
e
t
the
t
h
e
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
Section
S
e
c
t
i
o
n
4.
4
.
7.5
7
.
5
Metallic
M
e
t
a
l
l
i
c
Tubes
T
u
b
e
s
7.5.1
7
.
5
.
1
General
G
e
n
e
r
a
l
Metallic
M
e
t
a
l
l
i
c
tubes
t
u
b
e
s
shall
s
h
a
l
l
be
b
e
capable
c
a
p
a
b
l
e
of
o
f
continuous
c
o
n
t
i
n
u
o
u
s
operation
o
p
e
r
a
t
i
o
n
while
w
h
i
l
e
immersed
i
m
m
e
r
s
e
d
in
i
n
a
a
seawater
s
e
a
w
a
t
e
r
environment.
e
n
v
i
r
o
n
m
e
n
t
.
7.5.2
7
.
5
.
2
Tube
T
u
b
e
Size
S
i
z
e
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
7.5.2.1
7
.
5
.
2
.
1
General
G
e
n
e
r
a
l
All
A
l
l
tubes
t
u
b
e
s
shall
s
h
a
l
l
be
b
e
referenced
r
e
f
e
r
e
n
c
e
d
by
b
y
the
t
h
e
nominal
n
o
m
i
n
a
l
ID
I
D
(if
(
i
f
required,
r
e
q
u
i
r
e
d
,
minimum
m
i
n
i
m
u
m
ID)
I
D
)
and
a
n
d
DP.
D
P
.
Tolerances
T
o
l
e
r
a
n
c
e
s
for
f
o
r
the
t
h
e
OD,
O
D
,
wall
w
a
l
l
thickness,
t
h
i
c
k
n
e
s
s
,
and
a
n
d
ovality
o
v
a
l
i
t
y
shall
s
h
a
l
l
be
b
e
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
permissible
p
e
r
m
i
s
s
i
b
l
e
variations
v
a
r
i
a
t
i
o
n
s
in
i
n
dimensions
d
i
m
e
n
s
i
o
n
s
as
a
s
specified
s
p
e
c
i
fi
e
d
in
i
n
7.5.8.3.
7
.
5
.
8
.
3
.
Where
W
h
e
r
e
alternate
a
l
t
e
r
n
a
t
e
OD,
O
D
,
wall
w
a
l
l
thickness,
t
h
i
c
k
n
e
s
s
,
and
a
n
d
ovality
o
v
a
l
i
t
y
tolerances
t
o
l
e
r
a
n
c
e
s
are
a
r
e
proposed,
p
r
o
p
o
s
e
d
,
purchaser
p
u
r
c
h
a
s
e
r
approval
a
p
p
r
o
v
a
l
is
i
s
required.
r
e
q
u
i
r
e
d
.
The
T
h
e
umbilical
u
m
b
i
l
i
c
a
l
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
shall
s
h
a
l
l
confirm
c
o
n
fi
r
m
the
t
h
e
minimum
m
i
n
i
m
u
m
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
in
i
n
the
t
h
e
tender
t
e
n
d
e
r
process.
p
r
o
c
e
s
s
.
NOTE
N
O
T
E
Preferred
P
r
e
f
e
r
r
e
d
tube
t
u
b
e
sizes
s
i
z
e
s
are
a
r
e
tabulated
t
a
b
u
l
a
t
e
d
in
i
n
Annex
A
n
n
e
x
F.
F
.
In
I
n
order
o
r
d
e
r
for
f
o
r
the
t
h
e
umbilical
u
m
b
i
l
i
c
a
l
manufacturer
m
a
n
u
f
a
c
t
u
r
e
r
to
t
o
determine
d
e
t
e
r
m
i
n
e
the
t
h
e
load
l
o
a
d
cases
c
a
s
e
s
and
a
n
d
combinations
c
o
m
b
i
n
a
t
i
o
n
s
of
o
f
load
l
o
a
d
cases,
c
a
s
e
s
,
it
i
t
is
i
s
imperative
i
m
p
e
r
a
t
i
v
e
that
t
h
a
t
the
t
h
e
purchaser
p
u
r
c
h
a
s
e
r
define
d
e
fi
n
e
the
t
h
e
spectrum
s
p
e
c
t
r
u
m
of
o
f
envisioned
e
n
v
i
s
i
o
n
e
d
operating
o
p
e
r
a
t
i
n
g
conditions.
c
o
n
d
i
t
i
o
n
s
.
7.5.2.2
7
.
5
.
2
.
2
Wall
W
a
l
l
Thickness
T
h
i
c
k
n
e
s
s
The
T
h
e
process
p
r
o
c
e
s
s
of
o
f
calculating
c
a
l
c
u
l
a
t
i
n
g
the
t
h
e
required
r
e
q
u
i
r
e
d
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
of
o
f
a
a
tube
t
u
b
e
for
f
o
r
a
a
given
g
i
v
e
n
design
d
e
s
i
g
n
condition
c
o
n
d
i
t
i
o
n
shall
s
h
a
l
l
be
b
e
iterative.
i
t
e
r
a
t
i
v
e
.
Initially,
I
n
i
t
i
a
l
l
y
,
the
t
h
e
maximum
m
a
x
i
m
u
m
tube
t
u
b
e
ID
I
D
and
a
n
d
the
t
h
e
minimum
m
i
n
i
m
u
m
tube
t
u
b
e
OD
O
D
shall
s
h
a
l
l
be
b
e
selected
s
e
l
e
c
t
e
d
based
b
a
s
e
d
on
o
n
the
t
h
e
fluid
fl
u
i
d
flow
fl
o
w
and
a
n
d
pressuretest
p
r
e
s
s
u
r
e
t
e
s
t
requirements
r
e
q
u
i
r
e
m
e
n
t
s
of
o
f
the
t
h
e
tube.
t
u
b
e
.
The
T
h
e
hoop,
h
o
o
p
,
radial,
r
a
d
i
a
l
,
axial,
a
x
i
a
l
,
and
a
n
d
shear
s
h
e
a
r
stresses
s
t
r
e
s
s
e
s
shall
s
h
a
l
l
then
t
h
e
n
be
b
e
used
u
s
e
d
to
t
o
calculate
c
a
l
c
u
l
a
t
e
an
a
n
equivalent
e
q
u
i
v
a
l
e
n
t
stress,
s
t
r
e
s
s
,
ae
a
e
(due
(
d
u
e
to
t
o
all
a
l
l
load
l
o
a
d
cases),
c
a
s
e
s
)
,
in
i
n
accordance
a
c
c
o
r
d
a
n
c
e
with
w
i
t
h
the
t
h
e
von
v
o
n
Mises
M
i
s
e
s
criterion.
c
r
i
t
e
r
i
o
n
.
The
T
h
e
equivalent
e
q
u
i
v
a
l
e
n
t
stress
s
t
r
e
s
s
shall
s
h
a
l
l
be
b
e
then
t
h
e
n
compared
c
o
m
p
a
r
e
d
to
t
o
the
t
h
e
allowable
a
l
l
o
w
a
b
l
e
stress,
s
t
r
e
s
s
,
which
w
h
i
c
h
depends
d
e
p
e
n
d
s
on
o
n
the
t
h
e
design
d
e
s
i
g
n
condition.
c
o
n
d
i
t
i
o
n
.
If
I
f
the
t
h
e
equivalent
e
q
u
i
v
a
l
e
n
t
stress
s
t
r
e
s
s
is
i
s
less
l
e
s
s
than
t
h
a
n
or
o
r
equal
e
q
u
a
l
to
t
o
allowable
a
l
l
o
w
a
b
l
e
stress,
s
t
r
e
s
s
,
the
t
h
e
selected
s
e
l
e
c
t
e
d
tube
t
u
b
e
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
is
i
s
appropriate.
a
p
p
r
o
p
r
i
a
t
e
.
If
I
f
the
t
h
e
equivalent
e
q
u
i
v
a
l
e
n
t
stress
s
t
r
e
s
s
is
i
s
greater
g
r
e
a
t
e
r
than
t
h
a
n
the
t
h
e
allowable
a
l
l
o
w
a
b
l
e
stress,
s
t
r
e
s
s
,
the
t
h
e
selected
s
e
l
e
c
t
e
d
tube
t
u
b
e
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
shall
s
h
a
l
l
be
b
e
modified
m
o
d
i
fi
e
d
and
a
n
d
the
t
h
e
same
s
a
m
e
process
p
r
o
c
e
s
s
followed
f
o
l
l
o
w
e
d
until
u
n
t
i
l
an
a
n
appropriate
a
p
p
r
o
p
r
i
a
t
e
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
is
i
s
determined.
d
e
t
e
r
m
i
n
e
d
.
NOTE
N
O
T
E
1
1
The
T
h
e
equations
e
q
u
a
t
i
o
n
s
for
f
o
r
calculating
c
a
l
c
u
l
a
t
i
n
g
the
t
h
e
tube
t
u
b
e
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
are
a
r
e
given
g
i
v
e
n
in
i
n
7.5.2.6
7
.
5
.
2
.
6
through
t
h
r
o
u
g
h
7.5.2.8.
7
.
5
.
2
.
8
.
Collapse
C
o
l
l
a
p
s
e
and
a
n
d
buckling
b
u
c
k
l
i
n
g
of
o
f
the
t
h
e
tubes
t
u
b
e
s
shall
s
h
a
l
l
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
for
f
o
r
the
t
h
e
maximum
m
a
x
i
m
u
m
operational
o
p
e
r
a
t
i
o
n
a
l
water
w
a
t
e
r
depth.
d
e
p
t
h
.
Collapse
C
o
l
l
a
p
s
e
and
a
n
d
buckling
b
u
c
k
l
i
n
g
can
c
a
n
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
using
u
s
i
n
g
equations
e
q
u
a
t
i
o
n
s
in
i
n
Annex
A
n
n
e
x
H
H
unless
u
n
l
e
s
s
otherwise
o
t
h
e
r
w
i
s
e
agreed
a
g
r
e
e
d
with
w
i
t
h
the
t
h
e
purchaser.
p
u
r
c
h
a
s
e
r
.
The
T
h
e
calculations
c
a
l
c
u
l
a
t
i
o
n
s
for
f
o
r
the
t
h
e
wall
w
a
l
l
thickness,
t
h
i
c
k
n
e
s
s
,
tx,
t
x
,
where
w
h
e
r
e
x
x
is
i
s
1,
1
,
2,
2
,
or
o
r
3,
3
,
for
f
o
r
use
u
s
e
in
i
n
the
t
h
e
stress
s
t
r
e
s
s
calculations,
c
a
l
c
u
l
a
t
i
o
n
s
,
shall
s
h
a
l
l
be
b
e
per
p
e
r
Table
T
a
b
l
e
6.
6
.
granularity=word tetml={elements={line} glyphdetails={all}} contentanalysis={punctuationbreaks=false dehyphenate=false shadowdetect=false} layoutanalysis={tabledetect=0 layoutdetect=3} structureanalysis={list=true}
Table
T
a
b
l
e
6
6
–
–
Wall
W
a
l
l
Thickness
T
h
i
c
k
n
e
s
s
for
f
o
r
Stress
S
t
r
e
s
s
Calculations
C
a
l
c
u
l
a
t
i
o
n
s
Condition
C
o
n
d
i
t
i
o
n
Pressure
P
r
e
s
s
u
r
e
Containment
C
o
n
t
a
i
n
m
e
n
t
Combined
C
o
m
b
i
n
e
d
Loading
L
o
a
d
i
n
g
Fatigue
F
a
t
i
g
u
e
Operation
O
p
e
r
a
t
i
o
n
t
t
1
1
=
=
t
t
nom
n
o
m
–
–
t
t
fab
f
a
b
–
–
t
t
corr
c
o
r
r
t
t
2
2
=
=
t
t
nom
n
o
m
–
–
t
t
nom
n
o
m
–
–
t
t
corr
c
o
r
r
t
t
3
3
=
=
t
t
nom
n
o
m
-0.5
-
0
.
5
∙
∙
t
t
corr
c
o
r
r
Pressure
P
r
e
s
s
u
r
e
test
t
e
s
t
and
a
n
d
installation
i
n
s
t
a
l
l
a
t
i
o
n
t
t
1
1
=
=
t
t
nom
n
o
m
–
–
t
t
fab
f
a
b
t
t
2
2
=
=
t
t
nom
n
o
m
t
t
3
3
=
=
t
t
nom
n
o
m
where
w
h
e
r
e
t
t
nom
n
o
m
is
i
s
the
t
h
e
nominal
n
o
m
i
n
a
l
wall
w
a
l
l
thickness;
t
h
i
c
k
n
e
s
s
;
t
t
tab
t
a
b
is
i
s
the
t
h
e
maximum
m
a
x
i
m
u
m
fabrication
f
a
b
r
i
c
a
t
i
o
n
negative
n
e
g
a
t
i
v
e
tolerance;
t
o
l
e
r
a
n
c
e
;
t
t
corr
c
o
r
r
is
i
s
the
t
h
e
general
g
e
n
e
r
a
l
corrosion
c
o
r
r
o
s
i
o
n
allowance
a
l
l
o
w
a
n
c
e
(external
(
e
x
t
e
r
n
a
l
and
a
n
d
internal
i
n
t
e
r
n
a
l
corrosion,
c
o
r
r
o
s
i
o
n
,
if
i
f
applicable)
a
p
p
l
i
c
a
b
l
e
)
NOTE
N
O
T
E
3
3
Corrosion
C
o
r
r
o
s
i
o
n
allowance
a
l
l
o
w
a
n
c
e
is
i
s
relevant
r
e
l
e
v
a
n
t
only
o
n
l
y
for
f
o
r
materials
m
a
t
e
r
i
a
l
s
susceptible
s
u
s
c
e
p
t
i
b
l
e
to
t
o
general
g
e
n
e
r
a
l
corrosion,
c
o
r
r
o
s
i
o
n
,
i.e.
i
.
e
.
unprotected
u
n
p
r
o
t
e
c
t
e
d
carbon
c
a
r
b
o
n
steel.
s
t
e
e
l
.
See
S
e
e
7.5.8.3
7
.
5
.
8
.
3
for
f
o
r
maximum
m
a
x
i
m
u
m
wall-thickness
w
a
l
l
-
t
h
i
c
k
n
e
s
s
tolerances.
t
o
l
e
r
a
n
c
e
s
.
Weldability
W
e
l
d
a
b
i
l
i
t
y
and
a
n
d
handling
h
a
n
d
l
i
n
g
should
s
h
o
u
l
d
be
b
e
considered
c
o
n
s
i
d
e
r
e
d
when
w
h
e
n
minimum
m
i
n
i
m
u
m
wall
w
a
l
l
thickness
t
h
i
c
k
n
e
s
s
is
i
s
determined.
d
e
t
e
r
m
i
n
e
d
.
For
F
o
r
fatigue
f
a
t
i
g
u
e
calculations,
c
a
l
c
u
l
a
t
i
o
n
s
,
see
s
e
e
6.2.5.3.
6
.
2
.
5
.
3
.
7.5.2.3
7
.
5
.
2
.
3
Diameter
D
i
a
m
e
t
e
r
NOTE
N
O
T
E
The
T
h
e
nominal
n
o
m
i
n
a
l
diameter
d
i
a
m
e
t
e
r
may
m
a
y
be
b
e
used
u
s
e
d
in
i
n
all
a
l
l
stress
s
t
r
e
s
s
calculations.
c
a
l
c
u
l
a
t
i
o
n
s
.
Equations
E
q
u
a
t
i
o
n
s
(1)
(
1
)
to
t
o
(7)
(
7
)
use
u
s
e
the
t
h
e
nominal
n
o
m
i
n
a
l
outer
o
u
t
e
r
diameter,
d
i
a
m
e
t
e
r
,
which
w
h
i
c
h
equals
e
q
u
a
l
s
nominal
n
o
m
i
n
a
l
inner
i
n
n
e
r
diameter
d
i
a
m
e
t
e
r
plus
p
l
u
s
twice
t
w
i
c
e
the
t
h
e
nominal
n
o
m
i
n
a
l
wall
w
a
l
l
thickness.
t
h
i
c
k
n
e
s
s
.
7.5.2.4
7
.
5
.
2
.
4
Material
M
a
t
e
r
i
a
l
SMYS
S
M
Y
S
Specified
S
p
e
c
i
fi
e
d
minimum
m
i
n
i
m
u
m
yield
y
i
e
l
d
strength
s
t
r
e
n
g
t
h
(SMYS)
(
S
M
Y
S
)
in
i
n
the
t
h
e
final
fi
n
a
l
delivered
d
e
l
i
v
e
r
e
d
tube
t
u
b
e
condition
c
o
n
d
i
t
i
o
n
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
as
a
s
material
m
a
t
e
r
i
a
l
strength/yield
s
t
r
e
n
g
t
h
/
y
i
e
l
d
stress
s
t
r
e
s
s
in
i
n
calculations.
c
a
l
c
u
l
a
t
i
o
n
s
.
The
T
h
e
eDect
e
D
e
c
t
of
o
f
temperature
t
e
m
p
e
r
a
t
u
r
e
on
o
n
SMYS
S
M
Y
S
shall
s
h
a
l
l
be
b
e
evaluated
e
v
a
l
u
a
t
e
d
for
f
o
r
the
t
h
e
normal
n
o
r
m
a
l
and
a
n
d
abnormal
a
b
n
o
r
m
a
l
operational
o
p
e
r
a
t
i
o
n
a
l
loading
l
o
a
d
i
n
g
cases.
c
a
s
e
s
.
7.5.2.4
7
.
5
.
2
.
4
Load
L
o
a
d
Case
C
a
s
e
Variables
V
a
r
i
a
b
l
e
s
The
T
h
e
functional
f
u
n
c
t
i
o
n
a
l
and
a
n
d
environmental
e
n
v
i
r
o
n
m
e
n
t
a
l
loads
l
o
a
d
s
should
s
h
o
u
l
d
be
b
e
defined
d
e
fi
n
e
d
as
a
s
the
t
h
e
most
m
o
s
t
probable
p
r
o
b
a
b
l
e
maximum
m
a
x
i
m
u
m
value
v
a
l
u
e
in
i
n
the
t
h
e
considered
c
o
n
s
i
d
e
r
e
d
time
t
i
m
e
period.
p
e
r
i
o
d
.
Design
D
e
s
i
g
n
pressure
p
r
e
s
s
u
r
e
and
a
n
d
maximum
m
a
x
i
m
u
m
or
o
r
minimum
m
i
n
i
m
u
m
operating
o
p
e
r
a
t
i
n
g
temperature
t
e
m
p
e
r
a
t
u
r
e
(whichever
(
w
h
i
c
h
e
v
e
r
is
i
s
more
m
o
r
e
onerous)
o
n
e
r
o
u
s
)
shall
s
h
a
l
l
be
b
e
used
u
s
e
d
in
i
n
all
a
l
l
calculations
c
a
l
c
u
l
a
t
i
o
n
s
for
f
o
r
operational
o
p
e
r
a
t
i
o
n
a
l
condition
c
o
n
d
i
t
i
o
n
(except
(
e
x
c
e
p
t
for
f
o
r
fatigue
f
a
t
i
g
u
e
analyses,
a
n
a
l
y
s
e
s
,
when
w
h
e
n
actual
a
c
t
u
a
l
operating
o
p
e
r
a
t
i
n
g
pressure
p
r
e
s
s
u
r
e
and
a
n
d
actual
a
c
t
u
a
l
operating
o
p
e
r
a
t
i
n
g
temperature
t
e
m
p
e
r
a
t
u
r
e
may
m
a
y
be
b
e
used).
u
s
e
d
)
.
0.00
0.00
0.00
0.20
0.20
0.20
0.06
0.28
0.38