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Page Background

A

nc

h

or

H

andlin

g

and To

w

in

g

O

p

erations

P

rocedure

BOS-

P

RD-2

6

.900

6

14

I

t

i

s

unsafe

to

shorten

up

on

the

wor

k

w

i

re

(i.

e

.

heave

i

n

on

the

vesse

l

w

i

nch

,

unt

il

the

vesse

l

stern ro

ll

er

i

s

vert

i

ca

ll

y

above

the

anchor

pos

i

t

i

on

) i

n

an

attempt

to

brea

k

out

an

anchor

. D

o

i

ng

so

i

s

li

ab

l

e

to

cause

the w

i

re

,

the w

i

nch

,

the anchor

or

other

e

q

u

i

pment

to

fa

il.

Under

the

soa

ki

ng

test

i

t

has

been

c

l

ear

l

y

shown

that

d

il

atancy

(

d

il

atancy

i

s

the

tendency

of

a

substance

to

become

more

v

i

scous

or

so

li

d

when

affected

by

an

outs

i

de

force

or

ag

i

tat

i

on

)

promotes

the

ho

l

d

i

ng

capac

i

ty

of

an

anchor

. T

he

same

phenomenon

obstructs

the

brea

ki

ng

out

of

the anchors

.

B

rea

ki

ng

out

forces

i

s

caused

by

the

vo

l

ume

of

the

so

il

on

the

f

l

u

k

e

and

the

suc

ki

ng

or

under

-

pressure

be

l

ow

i

t

.

Pu

lli

ng

up

the

anchor

i

ncreases

the

so

il

res

i

stance

due

to

the

so

il

's

d

il

ettante

behav

i

our

. T

h

i

s

res

i

stance

decreases w

i

th

t

i

me

,

reduc

i

ng

the

negat

i

ve

pressure

and

thus

eas

i

ng

the brea

k

out

.

T

he movement

of

the

vesse

l

due

to w

i

nd

and waves

i

s

reduced

by

th

i

s

anchor

tens

i

on wh

il

e

the

same movement

s

l

ow

l

y brea

k

s

out

the anchor

,

a

ll

ow

i

ng

the

above phenomenon

to occur

.

R

e

l

at

i

ve Vector

F

orces

i

n Anchor

R

ecovery:

T

he

d

i

agram

shows

the

re

l

at

i

ve

vector

forces

for

anchor

remova

l

w

i

th

re

l

at

i

on

to

vesse

l

pos

i

t

i

on

and water

depth

.

I

n

th

i

s

ill

ustrat

i

on 5

0 i

s

the m

i

n

i

mum

brea

k l

oose

force and

opt

i

mum

d

i

rect

i

on

.

T

he

vectors

show

the

s

i

gn

i

f

i

cant

l

y

i

ncreased

force

re

q

u

i

red as

the

vesse

l

nears

the

vert

i

ca

l

pu

ll.

Vers

i

on

SF(BOS-

P

RD-0

7

01.000

5

-

ver

.

C

R). O

r

i

g

i

na

l D

ate:

3

1/12/201

5

.

Vers

i

on

D

ate:

N/

A

.

Va

li

d

vers

i

on

on

l

y on QM

S

s

i

te

.

Page

25

of

60

Procedure prepared by:

BOS

Head

of

O

perat

i

ons

.

Approved

by:

BOS

Head

of

O

perat

i

ons

.

Va

li

dated by:

BOS

Qua

li

ty

R

epresentat

i

ve

.

601