:1.2
].1v I 92
T©©
aboratorium Voor
TE DIESI GN cz.: rER1:
FORNc:oRI
FORME:Rc!t(1NT f::...;
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cr u
D?Ift)
N;.r;.:i1
fl'b:Lt':..:t
J: N iRODiJYrI ON
UNItS
3
SHIP' S PTIC1JLS5
4
DES liN WTER DEPTH
. .4
ENV i RONME:NT1.. COND ITJ:ONS
4
5 . :1
Er :1'mmrt;;:L1
cd :1. t:Lb
::cH.
5 . 2 Th
w i ridc'rd-i t:Lcns
3 T[
:arid i.
:1cm .5 4 Th: t i
I..rird e':rrrit con.d:Lt :1. c:'ri;
.5, 5 Tic
COEFFiCI:NTS
rrr i c
:E ( r.:O.[:-7 ,:1. r'r:iJ,
-flj
THE iNClOR
9 c::ii4r) ;rc.l
(> !tcc...E
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:12 :1 .::I's:i.çjr:12. 2 W:Lri
31EEt
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iiD:) r:: ONct... cc:...cuL(..TI CIN'.; NDCONTENTS
4
4
I
INTRODUCTIONThi. s p:iper'
i:i. re
1e ds :n
r' . toi' :1. rel.:l'..l 1 1S( 1:01*S t(?
rihoririci system tar mc
Thrt- ships
It
:L s bzsed art
tie study for the.
q'..iie:I
J. eycth
al
h;E . rb le wlieri
;n ship
r ides .t
r..:hor urde r v.zr :Laus
erv :1 ror....neit:].
oridit 1 oris
fe studY
cwed t-t
the trdi tj. aria 1
pmari L
ri mL ei
ao c_,r
. I c .ijfl
far.es
wh :i.h act
oi
the sh :i. p
at
..."1 so
that the
w ird lass
des i.r
requ :Lres
.Jpd:.t1.r
.jr
amethod
b;J or the 1cldi rig power
a 1: the anchor .ard
the
]. cii I...L .. I
.l L
ii...L Iv
I (iTililO I' Jfl f I;..it .aTi.Jc:)r' :L ,
Th: pI:t. ]. cI:y :. s
..:...LDrI
flal....3hore :Liid..stry
:i.r1sh:Lp b.ui :Ldir.
iJc:e :L 4ni
c.'i tcr :i
:. re.:: : nit Is l.a:\E ...r:
i:!e.
m 1T i. nhi.in'e.IJi
.f:ç:jy. te
cJC'
-,
jur-q--
%_aI.. I ._Iu*
IJii:Lt:3 c:: tilL?I
s'steni,
tI:i.
mi..;It:i.p.3
nJ
si..iLL .> u I i ii ji
ii'j
LI.
3
SHIP'S PRTICULRS
Tie la I
p.r irc.i pal
:f.I nrs h.nv: tc be
.jbr ::tt::d
0
b.::..
Beadtt m:L
tiee :.
:::r: :
:. ors
:c:be
T5 :d
:L :L 11:
e-e
:i sc'e
1::ir
::re
I:J. I
ti. I....I thri
the
i I rI :L n1l.Jn
arid t a
erIera
L b. :Lt
c:)rid :L t :L Orji
::e
FDr
e:ich a I
ti.:?
ca. :i. t :i.
a tic?
Ic: :.:I.ciw J. Ti...I
I.ave L
be
:
tc?
I
LorIçJ :L tud ira L
area aL-,i:Dva lia water 1.
:LD:Ls::.l:ce.:i niass
TliE
ic) I I owi.rçj p i;ris h;iv
ta b.c
s'.bnii ttd
p3..ri,
P1ar1-so'.., I ritii
1ti or oF tHo. ri
io,ker, spur I :L
ip:i. p , w . cU. ;.:is:; Th.:i:i.Ti
st:c pp.
v' , p. :i p:iri/.:!.riri.:::ï'
.1
jr
1L i(i )i'i' iri'?l11i.
cit ICn 1 Ii I Ti i(. 1 i ii C:L.ri LIi
I.Ln 1 okr
t:>1 zii ': F
I:ii. ri
k.i'
4
DESICN WATER DEPTH
iii
w;:iii' cepi::I
:i'
t: I .LJ.. ;Kiti ::rs. c: .:ir:I"zc:r' :i.ySI:C?liI niJ3L b.
t:'..1cc!
.. i.
, .iN:. cI..;I,.iTi
1:11
:i.:..rnic:' ,,;tc'
:c:rr:: :i.i
5
ENVIRONMENTAL CONDITIONS
5.1 Environment1 .onditions to be considered
:1. c::ri 1 ::c)rid :1. t:i. CTuiE. wI :1. :.ii
to bo :cs :L
t1e
.:jricl :OTi.LLtIOTi5
t:Ii :c-? i.':...Lb:1. oril;b1. :Li 1 :jricf
'..rirf:
L
:i. t:i. (:)rl: iEc:i. :i. r:::C:)I,:: :1 :L.
c)I:ciIb:L(:)r):I.
:::i.t:Lc)ri..:...
to
I:1isi.iv' /:L'.:Ii
:OT.d:Lt1Ortbi :1.riiJIii :)i:: :1.c:)Ti1 ]. :)ric! :1.': :i.CTJ
5.2 The wind conditions
In
tI- s'jr.i :1. 1. .C:)r::11t:i. Citbhc
rid vo :L c:.:::L trust b.s 32
tiblC)
I
1.I::: : rçj
Fcir' !. c:ri ic:2:iuFcrt
t1ic: nz1< :1. i'..;ii
:iI::.i'i:
:L :ri 1
..iDrict:i. t:L cmi 1: wi. rid mm1. o :1. b:L
r'i;
..t:
.C)..o
1. 1. :::: :. n.-Fc.:
Bor
tbio
::::..i].o c:uF5.3 The se
corditicris
The
sei ..:c:'rid:i. t:i. cmnisicmr the
si.r.i v..i I
ziridIet.nt 1 c:'ni.n I
± 1r must be ::ssed
cr
rsbheti. .:.
!::n'mi..;1 ;j...b:LcTi
i(::.L(:::f:fiDi
.a
c:i EiTicitliel' methia.::! sppi'cvsd b ...is
::I
5.4 The tid1
nd current conditions
IT
bbic :..11'i:t.vzi1.ir.df:e Lr..1c1n1'jt1
(:)1::,c'b:1. ::mn.:J. ::)nic!::.i::i.C:mr5.5 The soil conditions
Thso ± I
cird:. t±C)T17:. on wh:.
th
ic Id inc pc:wer of
o- i
ii
_u
!1 ui.. u
tic
J icn _b
:::icI .:jro
t:ho fo 1 1 c:'. :Lni..
very sot .l:y;
.C)Ti..)td
.j7.iii6
COEFFICIENTS
Fi
ci-: ff1 '2i.1
:1 .1 :.ir.? :i.or
:1 r:!
i..i''rt
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f'.'',.
or
o :.jTiOi' rLlL
L:: I:;.?J
on ac:c
I
I
cDr d;..ipray I dd
rc.ni.c:
:1 :L ..1: :1.
t
c.:L ziy,
7
STATIC AND DYNAMIC FORCE CALCULATIONS
7.1 Gereral
to
t.:1:t:1.iT'-''rrii:
FC)re.2eSor
Si :;.1:it
!:'
w :i. rid,c'...:iront
j
!.jl t.1i
1.Ti 0 i u' iTi iiI
I I 1 C d 1 Iit
I L)i I7.2 Specified situtioris
Ti'i, fo :i.I owl
si tu;:it:i a....s zra
:i::p]. :i I a ,.njtav'ti"a
:L.r
,;iti'
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I
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c'...i:.t:a.J
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E.iiv.c:nim::rt;.1
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t:iC sI-ti.
:it
...
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1i.d::v'
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1 -ii;Ti5....int
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Nic...
ta
di rt:. an
F tHa se;ci
:La ....;ir-i.La .iTid e.ir,as
fi'om
330
ti-iroui:ft
Nortii to 30
WI ti staF:
a-F I 0tha
':r:t:LC)n is
vs
r'isbla
STid:::isr:ss
-Froiii:1. 3CJ
.!j'!:
-'::
:L : :1 -!? ....z:t:-s c: :L (Jsi:!. s :L t:u:r:i or;s t!-ia w I rid srd sas
dl 'asti ors.ir
Czt 1 ,:..:1;i: :i.ori:
tc
bper F'ned F--
i'::. :L:
:.I
. r
t. C ii vir
c rt
- 1w:ir.::t veiot.it' 25
4,37, 694, 126,
1.'5,7,190,
22.-26 . 49, 30 61
.rd 32 92
m/sec: orrepordiri
to
Fi-c:-
2,3, 4,
6, 7, 3, 9, :t.u,1:Li-d
:L2or
tI--es:1e
o, Beijfc; rt
The,
se
coridit:i.orii
re1.tiriq
to
the wind
veJ.citie
L!Sl.
i:
Ic-etc-y'm :1 zI '.. :1. t zneI:o::!
j:er:L f
:1. r5,3.
t3i' e::,',
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:5
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Tie
z' ;i:L::_;J. .;:%:f. ::: :.:i:J
.1.i-';::.,
:.S ThE ANCHOR
j:c::.:ei'
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in sd
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or;
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Lv; ...ii:L,:::u ti.I&:.?
:":i.
Fl. iv:i tc: I::.' '.Jl:)ui:i. te.cl t:7' .1T C:;' m-nr..i
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tIi.I...:3i:;
ire I:nIse.J
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ini
:1. 1 .t'y
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C) -F t'-,c--.tri.:hj...i
t:he c) :ori':! :L -'-Sor; ;.,s
j. TI5 , S
-.- tet....eiIF riiust
:.e'..sbmitted
:init;:i'..;I:iv
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lhe
it± -F :1.cF
t;
vichor rIl;nlrlt.J -F-v'tI-S-
rust
CrI ;t
9
LENGTH AND 5TRENCTH OF CHAIN CABLE
Th
t-r rict
of
Iii ...:
1must b
b sd or
tIc
bol :! :1Tigp' oF thc
.uc:bcDr'
1 C)T
ieri
c 1 J:i. ri.:j.rird
bi'cT:.1 ! 1 c:..:I:i.iri oahle :is
givc::ri in
ootiari no :L0
t"i':'
:Lit::.:iot
.ncf :i.mpzct
ror.cy c.j.nlr.:t:d
by th& 100
iozdd
.nd
t-c.
b1 :L:zst::d
sh:LpT:
v':].00:Lty
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C) :rpc;t n'...t:
1: zv'rii iniyr;;ïi.
1 :' 1.'
I;j or
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or ;c.:ki
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tI":
ZIfi:!iOi'
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to
F.:L1
to T:ir.::hc::r
.::.!
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sti'n
of
0 2 rii/ co
In
o'dcr to
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bo
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isd
by
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Tie
hi 'iost -'.rd
.;.Iuo
must
t ken
ri.ss
we:LTht
..jn:Lt).enuoti ir
'1vit:i.on to tH::
requ :1. red
strertth mui;t l:e
Icv;e n fr the oh.v Lv:
.b. 1 e :Lo do rt a
ri..ir...f
:;. :1. ar t a ii a i' y Ic:d r
n : o t ± olt: C):i. .T::r:i :c) '.. :i.
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in
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CDI r..I:.+. !::.othe
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F'..t.l. i
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.i:eri.vir'y
.vr:::t oIo.Iotod
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te
C.q..i;:It .
oris Iiv
C:iithe
C)3. d. no p:ower
C)f tne ano"w....srd tt
ve'oo rDs.: pr' ...± b
3.r1:h '.:'f
t:heot:o :L r Tio .nv'ii'.v:oe
r..ivt:
I::Cki:l DT
"v: :h;.jj. i ,':i bI...:::k 3.te L ercjth o fthe
;vbo'e
:bev'
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: IF :L .. :Lor:J;e k
:. r II.T: :i ii 1.f;'vi
ni.I
3.T:j:;
:(:)i:iI
I
bIi:
Ii 1.IT() ::.:L ::o::
...e:
.:i. n:
.v: ...v.::.L;i'].:i. ni p :i F:I
bc:)(I
bct4oni of
tl":e :::h.v : n].ao kor up to ...0
:i..
1iir:Uis
a Fm.:J
H.ivd
10
LOAD FOR ANCHOR ANDCHAIN CABLE
t!z
;:.id
1 L ri"
i. F':: i a.. ::..ri:. c.ids
bckr
proc f
3. o..id ch;3.1 I Ti .1. aba 70%
a F ta
bi'a
:
cid
ri :L::L
ci;.jj
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ci FL"e
L :1. ri.c 3. (:).1c'...i:Lri
n:
::.a.ia.r : '..I
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c:jE !".::Lri
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- ...I...P...I...' ...
lui_Iu ... ...
t
I U I . .L ii e..:.I .:. .1. : IIiI.J:. . L.I. .1. 1. 1 i:::Ii :LTie:I:
I
Ii
CHAIN STOPPER
ri
tj::j::.
iu'it
:a da3
:1. i.rie.::Ian ta
iaT:I J. rIC4 1c):1iii
Ti
12
JINDLASS
DESIGN12.1 Brake design
T1i'.
b';.kc. d:?s::.nI
... i.'
.nïa
r1:.
1. '::l::
j!:
c :ni L:1:.T:ik. :1. 3. o;:,:! 1 ... :fi :L TII
a:p:i::Lty n1'..:: ba
ct 20%
I. Ic I I' ) 1 1ii
i Iii
I ii I UI 1 3.3. a b.rk:L n.
s;:d of 2 mu:tai'
pai...
1 :)T-. :i. ...1. l,1' ...c
:i;.i
I:iT'i
rii
rii.Tri.j F.i.::i'.... pioi i. .::It :1Lc :i. 3. c. Fttia
"a . ..it Ion
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111111 1111Iii
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:1.
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in
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3. :1. :y :,FI r ti
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CI' TI'
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must ;i1].ays b
pc :i. J.1 t
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.jss :1!::.
L:c:i'' :i.
:L:::ort' c 1.
From3. c :i. :c)rity'c:)j.
p. :i.
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tm
fl1U :i.12.2 W.rd1sS
THo ::..ir c:od F
wi rd1.:iss must
:xe:::osid on
I...
.t..I... .....i .1. I ..J .. J.j .J ...I ..II ..; .. .: :....
I ...
I.. ... ...1 ...I...1 .1.. .1. I ....1. d I .1. '.. ii Ij .... .i. &-' U . .J I .1im:I.
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on
b. zi; :i I .:b :i.
13
TEST REQUIREMENTS
Ii .:iC)i'i
.ri.:1i...t
::E ui .r:j:.rc ..e:<: p::iJni
L!ic. Lt
u'ii
I
, h:mmor :1. ri:.rid
drop.
prop.Ert :i e
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C) :i.
:ii': 'c:I
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C::':r
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t;:
tted in
',.: th
'.. .14
DDiTIONL C1LCULTIONS cND DAT
Fj1
1C).1ni l:..,::..L:t ... :.c:
cr
:Lp..ui :p.iovd
t.:i::.I
çi cr t:
1tii a
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f.; I L
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