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Anchor Handling Simulator Course.pdf
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Stevpris Mk5 UHC chart

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

y

 

 

 

 

 

 

 

a

 

 

 

 

 

 

 

cl

 

 

 

 

 

 

 

 

d

 

 

 

 

 

 

 

r

 

 

 

 

 

 

 

a

 

 

 

 

 

 

d

h

 

 

 

 

 

 

 

 

 

 

 

 

n

 

 

 

 

 

 

d

a

 

 

ay

 

 

 

 

 

l

 

 

 

n

 

 

 

 

a

 

 

 

c

 

 

s

 

 

m

 

 

 

 

 

 

 

 

 

 

 

 

 

iu

 

 

 

 

 

 

 

d

 

 

 

 

 

 

 

e

 

 

 

 

 

 

m

 

 

 

 

lay

 

 

 

 

 

 

c

 

 

 

 

 

 

t

 

 

 

 

 

 

f

 

 

 

 

 

 

so

 

 

 

 

 

 

 

y

 

 

 

 

 

 

 

r

 

 

 

 

 

 

ve

 

 

 

 

 

 

 

132

 

 

 

 

 

 

 

tin C)H(U ycit paaC

 

 

 

 

 

 

 

gdin loH tema ltiU alicyp t

 

 

 

 

 

 

 

 

Ultimate Holding Capacity

The prediction lines above

represent the equation UHC=

A*(W)0.92 with UHC as the

Ultimate Holding Capacity in

tonnes and A a parameter

depending on soil, anchor and

anchor line with values between

24 and 110.

 

Stevpris Mk5 size in t

The Stevpris Mk5 design line very soft clay represent soils such as very soft clays (mud), and loose and weak silts.

The line is applicable in soil that can be described by an undrained shear strength of 4 kPa at the surface increasing by 1.5 kPa per meter depth or in the equation Su = 4+1.5*z. with Su in kPa and z being the depth in meters below seabed. In very soft soils the optimum fluke/shank angle is typically 50 deg.

The design line sand represents competent soils, such as medium dense sands and stiff to hard clays and is based on a silica sand of medium density. In sand and hard clay the optimal fluke/shank angle is 32°.

The medium clay design line represents soils such as silt and firm to stiff clays. The fluke/shank angle should be set at 32° for optimal performance.

Stevpris Mk5 drag and penetration chart

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

y

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

la

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ftc

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ryso

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

e

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

gin

v

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ra

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

d

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

y

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

mcla

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

iu

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

d

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

gin

me

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

dr

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

y

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a

 

 

 

 

 

 

 

 

 

 

 

 

 

 

n

 

 

dcl

 

 

HC)

 

 

 

 

 

 

 

 

 

 

 

 

ar

 

 

 

 

 

 

 

 

 

 

 

 

 

nda

 

dh

 

 

 

 

 

 

s (U

 

 

 

 

 

in

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ag

sa

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

dr

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

eretm ytiac in apc

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ftcl

y

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ryso

 

 

 

tionraetenpnda gnldiohtemaltiu

 

 

 

 

 

 

 

 

 

nin

ve

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

o

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ti

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

tr

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

e

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

n

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

e

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

p

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

y

133

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ium

cla

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ed

 

 

 

 

 

 

 

 

 

 

 

 

 

ion

in

m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rat

 

 

 

 

 

 

 

 

 

 

 

 

 

 

gradlcatypi toddeoalrhoc

 

 

 

net

 

 

n

 

 

 

 

 

 

 

 

 

 

 

 

 

e

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

p

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ay

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rdcl

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ndha

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

da

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

n

 

 

 

 

 

 

 

 

 

 

 

 

 

 

io

 

in

sa

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

at

 

 

 

 

 

 

 

 

 

 

 

 

 

 

an

 

 

 

 

 

tr

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ne

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

e

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

p

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Stevpris Mk5 size in t

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

anchor load

 

 

 

 

drag

 

 

 

 

penetration

 

 

 

as % of

 

 

 

 

 

% max

 

 

 

as % max

 

drag

 

UHC

 

 

 

 

 

 

 

drag

 

 

 

 

penetration

 

 

 

70

 

 

 

 

 

 

 

 

 

48

 

 

 

 

 

 

80

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

60

 

 

 

 

 

 

 

 

 

37

 

 

 

 

 

 

68

 

 

 

 

50

 

 

 

 

 

 

 

 

 

27

 

 

 

 

 

 

55

 

 

netration

 

40

 

 

 

 

 

 

 

 

 

18

 

 

 

 

 

 

42

 

 

 

30

 

 

 

 

 

 

 

 

 

9

 

 

 

 

 

 

23

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Example: loading 70% of ultimate holding capacity corresponds with 48% of maximum drag and 80% of maximum penetration at ultimate holding capacity.

Stevmanta VLA UPC chart

aC ap tic iy tn

U- imtl ta Pe lu o-l tu

pyt aic Ul CP

134

2000

1800

1600

1400

1200

1000

800

C

600

400

B

200

A

0

0

5

10

15

20

25

30

600

 

 

500

 

 

 

 

 

 

 

400

tni

adol ntio la

300

200

last inal ci

typ

 

100

 

 

0

 

 

Stevmanta Fluke Area (m2)

Mooring lines in diameters;

 

A ø 76 mm B ø 121 mm C

ø 151 mm

Six strand & spiral strand

Spiral strand

 

 

Typical Ultimate Pull-out Capacity (UPC)

The prediction lines on the “UPC chart” can be expressed in the equations as stated below:

D

=

1.5 *k0.6 *d-0.7 *A0.3 *tan1.7 (α)

UPC =

Nc *Su *A

where,

 

where,

 

D

=

Stevmanta penetration depth [m]

UPC

=

Ultimate Pull-out Capacity [kN]

k

=

quotient Undrained Shear Strength clay [kPA] and

Nc

=

Bearing Capacity Factor

 

 

depth [m]

Su

=

(k *D), Undrained Shear Strength clay [kPa]

d

=

mooring line or installation line diameter [m]

A

=

Stevmanta fluke area [m2]

A

=

Stevmanta fluke area [m2]

 

 

 

α= Stevmanta fluke / shank angle [deg]

The UPC graph incorporates a Nc- value of 10, α-value of 50 degrees and k-value of 2. The graph clearly illustrates the influence of the diameter of the mooring line or installation line, and whether six strand or spiral strand is used. The typical installation load to obtain a specified UPC is presented on the right vertical axis of the graph.

MTC

Anchor Handling Course

Introduction

The forces acting upon a ship determine her movement. Some of these forces are controllable and some are not. Some of them can we measure and some we can not.

The ship is subjected to the forces from the wind, waves and current and in shallow water and narrow waterways by the interaction from the bottom, banks or sides of the channel.

Close approach to other vessels generates intership action, and wash from propellers/thrusters from another vessel will also affect our ship.

Some of these forces will vary in size depending on the speed of our, or the other ship, whereas other forces are affecting us all the time.

Forces from pulling an anchor-wire-towing-cable etc, is also an important factor.

This chapter will explain some basis knowledge to Ship handling and Manoeuvring theory but the most important factor in Ship handling is experience.

It is therefore essential that navigators do practice handling of their ship when there are a chance to do so.

Propulsion system

Most vessels do have diesel engines, which through a gear rotate the aft propeller, and an electrical power system generation power to the thrusters.

But some special vessels can have a system with electrical propellers/thrusters, and maybe only having azimuth thrusters whiteout any rudders.

Depending on the layout of your propellers/thrusters/rudders the ship handling can be quite different from one ship type to another.

A continued research and development is taking place within the maritime technology and new engines, propeller and rudder types are invented every year. This chapter will therefore concentrate on some basis knowledge regarding propellers and rudders.

M:\ANCHOR HANDLING\Course Material\Training Manual New\Chapter 14\Ship Handling Manoeuvring.doc

Chapter 14

Page 1

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