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Reprinted from TRANSACTIONS OFTHE WEST-JAPAN SOCIETY OF
NAVAL ARCHITECTS No. 60 AUGUST 1980
Lab.
y. Scheepsbouwkund.
Technische Hogeschool
DeUt.
k
m rjji
Simulation of Stopping Manoeuvre of Ship in Restricted Waters
by Shosuke moue, Member
Katsuro Kijima, Member
Shinichiro Tanaka
Toyohiko Eto, MemberjJ.
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IE WSimulation of Stopping Manoeuvre of Ship in Restricted Waters
by Shosuke moue, Member
Katsuro Kijima, Member
Shinichiro Tanaka
Toyohiko Eto, MemberSummary
Stopping is a important ship manoeuver, particularly, for operation in crowd-ed waters and in restrictcrowd-ed waters such as harbor or canal from the point of view
of avoiding collision.
It is also necessary to know the characteristics of this manoeuvers because
the ship motion during stopping is quite complex.
In this paper, the shallow water and narrow water effects for stopping of a large tanker with a single screw are investgated about the stopping path, drift angle and heading aigle depended on time by the simulation study as the
tran-cient characters during stopping manoeuver. And the following remarks will be
concluded;
Stopping distance and stopping course deviation will be affected by the water depth, particularly in less values of water depth (H) and ship draft (d) ratio H/d=1. 5. and stopping distance and stopping deviation will be
shorter and longer respectively with decreasing water depth.
Stopping distance and stopping deviation will be also affected by the initial drift angle and initial turning angular velocity at the propeller reversing.
As the most important concluding remarks, it will be able to estimate the
critical values of advance coefficient by this present simulation for the stopp-ing without collision to the canal banks, because the ship will collide to canal bank before a stop in some conditions.
JQ).t5 <
c
tu
ut
t
,te
L±tb
,
lGo)
±ThrJoY
tlIo
.-Lt SR 175'
tt-crLt, *
ti
, L,-
l:Jz, fiIGQ)t**o
Lft0 2.)Q)ft
Fig. 2. 1(b) Coordinate Systems inFig. 2.1(a) l Canal
fi, V,
cos flsin fl.]+(m'+m) sin fl.' = X'
(m'+m',) #[si fl+cosfl.ì]+(m'+m) cos fl.r' = Y'
(2.1)n'(.)2['Ç+ ç?']
= N'L*
Fig. 2.1(b) Fig. 2.1(a) Q) OX i4iC'rj
flkJ4Ø,
ø(2.1)Ø,
Lt
l±
(2. 1)O)to) è1t0
= X(fr, r', )+XP!-/ J2
J2 = Y(fi, r', )+YWJ2 (2.2) N' = N(fl, r', )+N,'/J2±O) X,
è
LtGlt,
<ØML,
Ltfo
X,
tl
fi, r',iØ*JØ«L 1
tt
r' r'ØèLtØ
Ct.O
Fig. 2. I(a) Coordinate Systems
l-a)
Fig. 3.1-.Fig. 3.3 lcLC0
flO,
r'=On= -3e. 25..
20, -15, -19
(r. p.s.) 1i!
F=0. 118 7'L 4 %. 62.0%, 49.6%,7.2%, 24.86è,
n=0 y Fig. 3.4 3.2. . .-j - -1.0
rIO r.p.s. v--flrl5 r.p.s. r20 r.p.S. n 25 r. P.S. n30r.p.S. Iß=O,rO. rt0 Hid roe 0.002 y 35 -p004 0002-3.1.lif;13 ø
Wj*;I
---L,
(in) :2.500 B (m):0.500 d (in) : 0.180' 4 (kg) :188.0 Ch : 0.820 :1/55 -Table 1t0
(H) ujJ( (d) ØH/d=6.0, 2.0, 1.5, 1.3 a)C1
1L
*r-V' H/d=2.O a)
i
7i L--0.002. -0.004 . . -. -0-006Fig. 3. 1 Measured Results for Lateral
.Fig. 3.
Méásured Reults fòr LateralForce Induced by Propeller - Force Induced by Propeller
Tablè i articu1ars of Model Ship
-I-0 Propeller Dia. D Çm/m): 60.34 Propeller Pitch P (rn/rn): 36. 63 Number of blade 5 - -0.5 Hîdl.i -0.5 H/d 1 3 Vp 0.004 -0 Vp 0.0021 --- 0.002 - 0004.
L
G-
-
LcJ*5,
15C0
ttO)
* -< 7'
è -
-4.1. -
y2)Ø
è
Lft0 ft (2.2) Yfl(fi), Nff(fi), Yp, J\pl53«ft, Y,,Nr
: ttLtø
i7 ThIFig. 4.1j
43
LC v, O J0V4è<L,filCi
LtiJ
30-9Ò H/d=1. 3JlA
'&øht-c
èLt
è-sa
Fig. 3. 3 Mèàsúred Resülts for Yaw Moment
Induced byPrope11er 3.0 1.0 Hid1.3 H/d1.5 2.0 . -o.
r
50 ioo:__Fig. 3.4 LáteralFórce and Moment
Acting on Ship
In0,r.0
H/d 20
5
0.5
10 20 30
t (sec)
Fig. 4. 1 SimulatiorL Results for Stopping of
Large Tanker in Deep Water
*Gbø '
" '
20 40 50 t (sec) fl(deg) lIds 13 V. 0.40mis n s-19.Or.p.s. J. s-0.349 Sr .2.Esec Experiment -- -EstimationFig. 4. 3 Simulation Results for Stopping of Large Tanker in Shallow Water
o 2L 3L ¿L SL 6L
Sm
20 40 50
s. t(sec)
Fig. 4. 2 Simulation Results for Stopping of Large Tanker in Shallow Water
10m lid .2-0 V. sO.37mls n s-22.3r.p.s. J. s-0.275 tr 2.5 sec Experiment -.--Estimation 15m
Fig. 4. 4 Calculation Results for Course
Deviation and Stopping Distance
FØU
t,
%(]Gi V0, n, fix, [JF0 Xs, Y5 s
° Fig. 4.4
jJj- (X5/L) ¿±- (Y5/L)
Lt ii-t:.
X5/L
CIO)
DtL, D rIEJIC
1juLt0 YS/L
7VÇ t
tClÁLt0
tQJL-CI
X5u-o
t,(-2-t,
t,=Ot,=O J0
Fig. 45 lCLtI
jjo iL 2L 3L LL 5L SL o 5 Io O IL 2L 3L ¿L 5,L SL 00 10m 15m Sr IO.0 205.c
.--305.5 Hid V. 0.37m/s n =-30.3r.p.s. J. s-0.202 tr s3.Osec Sm Experiment Estimation....-
-sIL
"
XsIL&YsI Lt
H/dc R/d2.O HId=1.5 H/dr 1.3 tr0sec-.5
-0.4 -0.3 -0.2 -0.1Fig. 4. 5 Calculation Results for Stopping
Distance and Course Deviation
H!dc»
-. - H/d2.0
H/d01.5 -j H/drl.3 t ro O sec \ s(deg) t t 50° -0.5 -0.4 -0.3 -0.2 -0.1Fig. 4.6 Calculation Results for Heading Angle at Stopping 120° 90 60° 300
Jal ø't' X i<, Y5
J0! t: Fig. 4.6 L l ¡Jo! ø'J'7JcIAD1Ø
ttL.O
(Po) (r0)i-t Lt0
QJ
Fig. 4.7-4.10Lt0
tL fi r0Po, r0<t .a
X0 I< Y0
I18JItO
Po QX,/L lcZ(<
4.2....
.. . 4.2. 1..'.
.Fig. 411-414L0 ±iJLc Yfl(fi)
, fi&'
Mikelis4
,
lLt
t
Y,t
. , .It*
j<t
H/d=2..0ttO
fi4l <LCO
J0=-0.1,0.2,.
0.4.
(W/L) VDZ(X/L)
±t
(.Y/B.)Fig. 4.7 Effects of Initial.Drift Angle for
Stopping Distance and Course
Deviation in DeepWater -0.2 -0.1 o 0.1 0.2 0.2 0.1 o -0.1 -0.2 -05 -0.4 -0.3 -02 Xs!L&YSIL I HId=oe.r0.tr=0S!Çi t I H/d.ß.Q',tr0sec I XSIL,r. Xs/L&Vs/L 7f
Fig. 4.9 Effects of Initial Angular Velòcity for Stopping Dïstance and Course
éviation.in Deep Wter
i-,. ,- ,
., 39Fig. 4. 8 Effects of Initial Drift Angle for
Stopping Distance and Course
Deviation in Shallow Water -.
Fig. 4. 10 Effects of Initial Angular Velocity fr Stopping Distance and Course Deviation in Shallow Water
2L IL
9 20 25 30 35
Fig. 4. 11 Simulation Results for Stopping of Large Tanker in Canal
(t)
UiQ)
Fig. 4.15m.r4.21 5ø*,
, V, X/L, Y/B V' -c l1, ø
,f
W/L 1iJ < ,jli
IJ3I W/L jiJfJ
LtI
Jol0
,J\U-c,
OtLV'O c XO/L è Ye/B 'ä mt O (7j( tj)otL-
gs Fig. 4.224.23 c5c
è
X5/L,ç3 l IJolnLtV'.0
tJ0
LSè XS/L,
Y0/B, W/Ltti.0 W/L lV't
IJol k Jo! £U. Tim) 1310.20 V. 0209m!. n .-22r.n.. J.. - Dino ir. il S.0 E.p.nrn.ni -ßJ6 059) iS 20 25 30 35Fig. 4. 13 Simulation Results for Stopping
of Large Tanker in Canal
9dn9)
.501
Vini)
Vim!.)
Fig. 4. 12 Simulation Results for Stopping of Large Tanker in Canal
V)3) 10 (deg) 5 iO 22 32 5 3L 5 6 25 20 25 30 35
Fig. 4. 14 Simulation Results for Stopping of Large Tanker in Canal
V.s 0.2mFs n -33.l r.p.s. J. s-0.10 H!dm2-0 v. 0.2 m/s n s-16-6r.p.s. J. s-0.20 H/d=2.0 DL 3L -Tim) 3L! ni) W/L sl-O W/L mO.8 W/LmO-6 W/LsO-4 310.2.2 WIL. i-O 9. .0.595ml. n. -lOip.. J.. - 0.322 VIO 0-0 WV.. 0.5 C. .3-200m?. J. E.p.rlm.nt EslimSi Ion 10 20 30 40
0-
50 t(sec) WIL5I.0 W/ L 30-8 WILsO-6 W/LsO.4 10 20 30 40 50- t(sec)
Fig. 4. 15 Time History for Heading Angle in Stopping of Large Tanker
40 30 20 lo (deg) o 30 20
(de g) 30 20 10 (deg) 30 20 10 0.2 V.cos)) (mis) V. 0.20 mIs n .-11.1 r.p.s. J. .-0.30 HId 2.0 W/L 0.6 W/L 0.1. 10 20 30 ¿0 50
' t(sec)
V.. 0.20 mis n .- 8.3 r.p.s. J. - 0.40 H Id. 2 .0 10 20 30 40 50 60 '. ((sec)Fig. 4. 16 Time History for Heading Angle in Stopping of Large Tanker
0 10 20 30 ¿0 50 t(sec) 0.1 10 L.0.6 W/L.O.8 W/L.1. W W/ W/L.0.8 W/ L 0.6 W/L.0.4 20 30 40 50 60 t (sec)
Fig. 4. 18 Time History for Speed Drop
0.2 V. sos S (mis) W/L_-1.0
I
W/L.0.8 0.1Ø°) fol
t1tL0 W/L
ètIO
0
Lft4.0
Fig. 4.24'4.27<0Q) J,
1.0 0.5Fig. 4. 17 Time History for Speed Drop
X/L&V/B WI .0.6 W 1.0.4 - .4 IL..-W/L.0.8 W/L. 1.0 X/L& V/B V/B V. .0.20m15 n ...33.lr.p.5. J.. -0.10 HId .2-0 10 15 20 25 s. t(sec) V. .0.20m/s n .-16-6r.p.s. J. - 0-2 H/d .2.0 10 20 30 ¿0 50 W/L.1. V. .0-2 rs /s n ..33.lr.p.s. J..-0.10 H/d .2.0 30 40 50 w ((sec) W/L.1-0 WIL 0.8 W1L.0-6 V/B WIL.0.4 10 20 30 40 50 tCsec) V. 02mb n .-16-6 r.p.s. J. =-0.20 H/d.2.0
Fig. 4. 19 Course Deviation and Stopping Distance
41
X/L&Y/B Fig. 4.22 V. 020mb n .11.lr.p.S. J. fl-0.30 H/d 2 .0 -
-WIL.l.0
- - __Ye,L.0.6 - WIL.0.6 Vs/B---WILO.4
00 O-2 O-3Course Deviation and Stopping
Distance as Function of J0 in Canals OIL (WIl. 0 (WIl.
0.0
-/WIL.O.5 5_5 ìÌ1 w,L.o.4\J/ /L WiLYJI WIL.0. 0_J VU L.I. 5Fig. 4.24 Effects of Canal Width for
Trajectory of Large Tanker
in J0O.2
W/L l.0 W/ L OB W/L= 0.6 o0 50 0 30 20 0.5 lo VIL V.0.2 rn/s n =-8. 3r.p.s. J -0.4 H/d= 2.0 (UIL ¶5 (WIL 0.8 C WI!. 0.0 V CWIL.0.4 10 20 30 40 50 60 0 10 20 30 40 50 60 -- t (sec) Fig. 4. 20 Course Deviation and StoppingDistance
Fig. 4.21 Course Deviation and Stopping Distance
--- WlL.0.8 w,I_.0.0
Fig. 4.23 Heading Angle at Stopping of Large Tanker as Function of
J0 in Canals VOL.1.0 Z W/ L 1.0
/
W/L sOB W/L=0.601L
FIg. 4. 25 Effects of Canal Width for
Trajectory of Large Tanker
in J5=O.4
Y,'.
Fig. 4.26 Effects of J0 for Trajectory of Large Tanker in W/L=1. O 4.2.2.
Fig. 4.28 lcL't0
. ¿ (2.2) Çt2fjoJ Y(), N()ØØ
ii Fig. 4.28LtLJz5l
thLtiI 02t <Lt10
Fig. 4. 29-4.33ItO
0/B=0 JoIC
70/B 7<
t3 L 1 - Li tølfiJ lL-r' < Y,
N
( bank suction force bank suctionmo-ment) ìJ
n
2ø*rJl&Lt
,9=O, r'=O L-c30 00 30 '0
Fig. 4.28 Simulation Results for Stopping
of Large Tanker with Initial
Lateral Deviation in Canal.L--
a:'
43Fig. 4. 30 Trajectory of Large Tanker as Function of J0 for Initial Late-ral Deviation o0/B= 0.625 and
W/L=I.O
VIL
Fig. 4. 27 Effects ofJ0 for Trajectory of
Large Tanker in W/L=0.4
50 20 30 3.0
Fig. 4. 29 Effects of Initial Lateral
Devia-tion for Trajectory of Large
Tanker in 10= 0.3V.
o-5 V/L
Fig. 4. 31 Trajectory of Large Tanker
as Function of
J for Initial
Lateral Deviation o70/B0. 625
and W/L=1.0 IO 00
OIL
'-o 30 '3 OIL 330M::f:
05 VIL 2L O i(m) -- V. .0240mal 2. .-039 'L,8.3.25 - E,p.rlm.nI Estim.II.n VOn)44
k6O
V/L
Fig: 4. 32 Trajectory, of Lafge Tanker
as Fucti6n f J0 for Initial
Lateràl Deviation o0/B=1.25 and W/L=1.O y ('io/B)
Lttl, ø*
ltøø J0
èo4I
*o
W/L=1. O Ajjj i W/4]1&øt
tLtHøIQ fol
W/4 ø n-Ì4Zf
t
<Lò1,,
IJol k.3 1Grt4thcA7
.k l'Lt
]i V0jJ4Ík n
(V0/n)fli.l±
M,
(H) fl2J( (d) ø.H. Hid O)1C7J
ttDlH/d<1.5Di«
, (èirl<72,
i1:*l<
Jlo
f nØFffiIEJ
t'0±1t
< t. ¿JÇ <, 7j(r- 7D t ., l 'l øLb17
-*
jê
GlwjlCLt,
tQ.Iø
-jjfrø1th1Ejj- è
:'Ut0
è Lt
GIE,
ìjj
, - FACÖM-'o VIL 1.0 20 30- '.0 VILFIg. 433 Trajectory of Lârge Tanker
as Function of J0 for Initial Lateral Deviation o0/B=l. 6
and W/L=1.O
SR 175
553
E:
$ICC"
124-, 19685E:
H--c (ø2,
ø3) 9*ìG
106 , 1960
N. E. Mikelis & W. G. Price: sT*o Dimensional Sway Added Mass Coefficient for Vèssels Manoeuvring in Restricted Waters" The Royal Institute of Naval Architects 1978