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Roll Motion of ShipsRoll Motion of Ships
ShipShip MotionsMotions
OscillatoryOscillatory shipship motionmotion ::
33 translatorytranslatory ((surgesurge,, swaysway andand heaveheave))
33 rotationalrotational ((rollroll,, pitchpitch andand yawyaw))
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66 DoFDoF ShipShip MotionsMotions
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Ship MotionsShip Motions
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Ship MotionsShip Motions
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Equation of MotionEquation of Motion
Equilibrium of all forces acting on the rigidEquilibrium of all forces acting on the rigidship in the 3 translatory directions, xship in the 3 translatory directions, x11, x, x22
33
Equilibrium of all moments acting on theEquilibrium of all moments acting on the
rigid ship in the 3 rotational directions, xrigid ship in the 3 rotational directions, x44,,
xx55 and xand x66
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,,i
i
6,5,4i0Mi
i
Equation of MotionEquation of Motion
ship reaction = external excitationship reaction = external excitation
,...,ijijjijjij
motionyoscillatorofonacceleratix
motionyoscillatorofvelocityx
motionshipyoscillatorx
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tscoefficiencouplingthegiveijji
directionmotionj
momentorceorect on
Equation of MotionEquation of Motion
inertiainertia forceforce/moment/momentdependingdepending onon thethexa
bodybody
dampingdamping forceforce/moment/momentdependingdepending ononthethe motionmotion velocityvelocity
restoringrestoring forceforce/moment/momentdependingdepending onon
xb
cx
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ee par cu ar par cu ar osc a oryosc a ory mo onmo on xx
dd externalexternal excitationexcitation forceforce/moment/momentduedue totothethe seawayseaway
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Equation of MotionEquation of Motion
Coupled roll with heave and pitch :Coupled roll with heave and pitch :xcxbxa3jHeave 343343343
i=4i=4 moment equation for rollmoment equation for roll
jj direction (mode) of motiondirection (mode) of motion
In order solve the above cou led e uationIn order solve the above cou led e uation
dxcxbxa5jPitch 545545545
344444444
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(= to estimate roll angle x), we must(= to estimate roll angle x), we mustadditionally solve the equation for heaveadditionally solve the equation for heave(i=3) and for pitch (i=5)(i=3) and for pitch (i=5)
Equation of MotionEquation of Motion
If we rewrite the above equation;If we rewrite the above equation;dMxcxbxa c4344444444
MM4c4c :sum of all coupling moments for i=4 from:sum of all coupling moments for i=4 from
the motion directions j other than 4.the motion directions j other than 4.
Disregarding couplingDisregarding coupling MM4c4c=0=0 (uncoupled roll(uncoupled roll
motion):motion):
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inertia termdamping term
restoring term
exciting term
Equation of MotionEquation of Motion
Coefficients of the equation :Coefficients of the equation :
aa inertia coefficientinertia coefficient
bb damping coefficientdamping coefficientcc restoring coefficientrestoring coefficient
dd external roll excitation (wind, waves etc.)external roll excitation (wind, waves etc.)
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Mass moment of inertiaMass moment of inertia
Inertia coefficientInertia coefficient aa is defined as :is defined as :
2'' TTT ''II'I
IITT Total mass moment of inertia of the rolling shipTotal mass moment of inertia of the rolling shipIITT mass moment of inertia of the shipmass moment of inertia of the ship
IITT added mass moment of inertiaadded mass moment of inertia
displacement massdisplacement mass
T
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water densitywater density
iiTT roll radius of gyrationroll radius of gyration
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Radius of GyrationRadius of Gyration
iiTT is the radius of a solid ring, which replacesis the radius of a solid ring, which replacesthe total mass of the ship as shown in thethe total mass of the ship as shown in the
..
This radius is enlarged by the inertia effect ofThis radius is enlarged by the inertia effect of
the surrounding water with respect to rollthe surrounding water with respect to roll
acceleration, the soacceleration, the so--called hydrodynamic masscalled hydrodynamic mass
moment or added mass momentmoment or added mass moment IITT
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RadiusRadius ofof GyrationGyration
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Linear Restoring MomentLinear Restoring Moment
For large heel, the static restoring moment is:For large heel, the static restoring moment is:
GZgM st
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Linear Restoring MomentLinear Restoring Moment
For most ships at small heel up to about 5For most ships at small heel up to about 5
degrees the gradientdegrees the gradient GMGM is constantis constant
The parameterThe parametercc in the roll equation, is thein the roll equation, is the
)0(d
GM0
.deg5forGMGZ 0 00 GMsinGMGZ
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0B0
0st GMFGMgGMgM
c
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StiffStiff ShipShip vs. Tendervs. Tender shipship
When the initial stability is large (When the initial stability is large (GMGM00 isis
arge e s p s ca earge e s p s ca e ss .e s e s no.e s e s no
sensitive to small heeling moments.sensitive to small heeling moments.
For small initial metacentric height, theFor small initial metacentric height, the
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. .. .
small heeling momentssmall heeling moments
StiffStiff ShipShip vs. Tendervs. Tender shipship
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RollRoll MotionMotion
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SpringSpring--MassMass DamperDamper SystemSystem andand RollRoll
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Natural Roll PeriodNatural Roll PeriodCircular roll frequency :Circular roll frequency :
2 GMgGMgc
It is practical to refer to the natural roll period :It is practical to refer to the natural roll period :
2
T
2
T 'i'ia
1fandf2 0
2
f
1T
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The natural roll period,The natural roll period, TT00 can be estimated with thecan be estimated with the
ship at free roll in still water condition using a stopwatchship at free roll in still water condition using a stopwatch
IMO requires the average of about 5 cycles be takenIMO requires the average of about 5 cycles be taken
Roll DampingRoll Damping
The oscillating free rolling motion eventually diesThe oscillating free rolling motion eventually diesout. Free roll transfers the roll energy to theout. Free roll transfers the roll energy to the
forces. The decay of the roll is due to dampingforces. The decay of the roll is due to damping
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Roll DampingRoll Damping
0cba
With the initial condition (at t=0)With the initial condition (at t=0) == 00 andand
dd/dt =0, the differential equation becomes :/dt =0, the differential equation becomes :
0a
c
a
b
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ere;ere;
a
cand
a
b2 20
Roll DampingRoll Damping
The solution of free rolling motion :The solution of free rolling motion :
02 20
For small damping, the frequencyFor small damping, the frequency ofof
the free roll can be approximated by thethe free roll can be approximated by the
tcostexp 00
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natural frequencynatural frequency 00 from;from;
1Das)D1( 2022
0
2
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Roll DampingRoll Damping
From the solution;From the solution;tex
The ratio of 2 successive roll amplitudesThe ratio of 2 successive roll amplitudes nn andand
n+1n+1 at a distance of the natural period Tat a distance of the natural period T00 is :is :
0
nn0n TexpTt
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1n1n01n TexpTt
)Texp()TT(expTexp
Texp0n1n
n0
1n0
n
1n
Roll DampingRoll Damping
)Texp( 01n
n
The dimension ofThe dimension of is sis s--11. In order to define. In order to define
a dimensionless damping parameter;a dimensionless damping parameter;
1n
n
0
lnT
1
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1s
sD
1
1
0
Roll DampingRoll Damping
The dimensionless damping,The dimensionless damping,
ca2/bD
To estimate the damping paramater D,To estimate the damping paramater D,
1nn0
0ln2
1
2
T
D
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successive roll amplitudes at one side aresuccessive roll amplitudes at one side are
to be measured and put into the equation.to be measured and put into the equation.
For most shipFor most ship DD 0.10 0.10
Rolling Period TestRolling Period Test
Rolling coefficient :Rolling coefficient :
'iC Tr
After necessary manipulations;After necessary manipulations;
.
GM
BC
GM
B5.0C2
GM
'i22T rrT0
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GM
BCT r0
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Rolling Period TestRolling Period Test
The practical importance of the aboveThe practical importance of the aboverelationship lies in estimating therelationship lies in estimating the
rolling period test.rolling period test.
2
0
r
T
BCGM
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Weiss formula, 1953Weiss formula, 1953
Rolling Period TestRolling Period Test
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Rolling Period TestRolling Period Test
The rolling period test should beThe rolling period test should beconducted with the ship in harbour inconducted with the ship in harbour in
interference from the wind and tide.interference from the wind and tide.
The ship can be made to roll by rhytmicallyThe ship can be made to roll by rhytmicallylifting up and putting down a weight orlifting up and putting down a weight orpeople running athwartships (people running athwartships (sallyingsallying
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The initial roll amplitude for the measuredThe initial roll amplitude for the measuredroll decay should not exceed 5roll decay should not exceed 500
Rolling Period TestRolling Period Test
IMO allows estimating the stability byIMO allows estimating the stability by
means of rolling period tests for smallmeans of rolling period tests for small
..
IMO Resolution A.749(18) was adopted onIMO Resolution A.749(18) was adopted on
4 November 1993.4 November 1993.
However, the rolling period test must beHowever, the rolling period test must be
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,,
other stability information is available.other stability information is available.
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Rolling Period TestRolling Period Test
The Weiss formula gives GM as a function of;The Weiss formula gives GM as a function of;
Natural roll period, TNatural roll period, T00
Beam of the vessel, BBeam of the vessel, B
Rolling coefficient, CRolling coefficient, Crr
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Rolling Period TestRolling Period Test
For Coasters of normal size, the observed CFor Coasters of normal size, the observed Crrvalues are;values are;
Empty ship or carrying ballastEmpty ship or carrying ballast 0.880.88
Ship fully loaded with liquids in tanksShip fully loaded with liquids in tanks 0.880.88
Comprising 20% of total loadComprising 20% of total load 0.780.78
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..
Rolling Period TestRolling Period Test
IMO Resolution A.749(18) (1993) and IMOIMO Resolution A.749(18) (1993) and IMO
Circular 707 (1995) present an approximateCircular 707 (1995) present an approximate
100
L043.0
T
B023.0373.0C5.0 2
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B
GMTC 0r
Different Modes of Roll ExcitationDifferent Modes of Roll Excitation
Roll excitation for a for a ship in a seaway:Roll excitation for a for a ship in a seaway:
1.1. Time varyingTime varying external excitationexternal excitation in the rightin the right--
hand side of the equationhand side of the equation2.2. Time varyingTime varyingparametric excitationparametric excitation in thein the
leftleft--hand side of the equationhand side of the equation
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Different Modes of Roll ExcitationDifferent Modes of Roll Excitation
A ship in beam seas can experience large rollA ship in beam seas can experience large rollwith large inertia forces acting on the cargo.with large inertia forces acting on the cargo.
Following and stern quartering seas at the sameFollowing and stern quartering seas at the samestability can be more dangerous with respect tostability can be more dangerous with respect tocapsizing and loss of the ship.capsizing and loss of the ship.
An excitation due to time variation of shipAn excitation due to time variation of shipreaction is called parametric. At parametricreaction is called parametric. At parametricresonance, the ship is in danger of capsizing.resonance, the ship is in danger of capsizing.
This is mostly seen in certain condition inThis is mostly seen in certain condition in
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ong u na an s ern quar er ng seas.ong u na an s ern quar er ng seas. Both external and parametric excitations existBoth external and parametric excitations existsimultaneously in quartering seas.simultaneously in quartering seas.
Ship Rolling in Beam SeasShip Rolling in Beam Seas
There are only external excitation in beam seasThere are only external excitation in beam seas
written on the rigthwritten on the rigth--hand side of the equation.hand side of the equation.
dynamic reaction + static reaction = external excitationdynamic reaction + static reaction = external excitation
For small amplitudes,For small amplitudes,
Roll motion equation is a linear second orderRoll motion equation is a linear second order
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differential equation.differential equation.
Ship Rolling in Beam SeasShip Rolling in Beam Seas
FB : bouyancy force
The amplitude of beam sea excitation;
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AABAA GMgGMFcd
)tsin(dd A
)tsin(GMgd A
At the wave trough :
Wave Slope vs. Distance from CrestWave Slope vs. Distance from Crest
The wave slope is the first derivative of the wave ordinate with
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direction of the wave.
)cos(5.0)( kxHx w
kxsinkH5.0x
)x( w
Wave ordinate :
Wave slope :
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Wave SlopeWave Slope
Wave slope amplitude :Wave slope amplitude :
)(25.0
5.0 radHH
kH wwwA
The exciting moment in beam seas:The exciting moment in beam seas:
ww
)tsin(L
HGMgd
w
w
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Insert this into the roll motion equation:Insert this into the roll motion equation:
A
A3V
Transfer function
Amplitude of roll
Amplitude of wave slope
Solution of the EquationSolution of the Equation
The solution is the equation is given by theThe solution is the equation is given by thetransfer function Vtransfer function V33 which is the dynamicwhich is the dynamic
The dimensionless wave frequency withThe dimensionless wave frequency with
22223
4)1(
1)(
DV
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tuning factortuning factor ;;
0w
0
T
T
Solution of the EquationSolution of the Equation
TheThe dimensionless damping Ddimensionless damping D ::
nln1b
D
Rewite transfer function;Rewite transfer function;
1n0 ac
2222
0
2
0
3
4)()(
V
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The resulting roll motion in beam seas:The resulting roll motion in beam seas:
)tsin(V 33A
Solution of the EquationSolution of the Equation
TheThephase anglephase angle 33 between the exciting moment dbetween the exciting moment d
1
D2arctan23
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ResonanceResonance
Less sensitive to wave excitation
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Very sensitive to wave excitation
Transfer Function of Roll in Beam SeasTransfer Function of Roll in Beam Seas
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Important Results from the SolutionImportant Results from the Solution
1.1. The static heelThe static heel = 0 results from= 0 results fromconstant excitation independent of time:constant excitation independent of time:
10V
2.2. With the exciting wave frequency,With the exciting wave frequency, ,,
increasing there is a steady increase ofincreasing there is a steady increase ofthe roll response:the roll response:
Astat3
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The dynamic response is always greaterThe dynamic response is always greaterthan the static heelthan the static heel VV33 > 1> 1
0w0
Important Results from the SolutionImportant Results from the Solution
3.3. There is dominant amplification in theThere is dominant amplification in the
region aroundregion around =1 (resonance).=1 (resonance).
The frequency of the peak response is :The frequency of the peak response is :
The resonant roll amplitude at the peak is:The resonant roll amplitude at the peak is:
0
22
0r 2
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AA0
rD2
1
2
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Roll in Beam Seas at Large AmplitudesRoll in Beam Seas at Large Amplitudes
a.a. CC22> 0 GZ over> 0 GZ over--linearlinear: curve bends to: curve bends to
largerlarger (right)(right)
b.b. CC22< 0 GZ under< 0 GZ under--linearlinear: curve bends to: curve bends to
smallersmaller (left)(left)
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Roll in Beam Seas at Large AmplitudesRoll in Beam Seas at Large AmplitudesOver-linear roll response Under-linear roll response
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GZ Variations in Longitudinal WavesGZ Variations in Longitudinal Waves
A ship in longitudinal waves experiences aA ship in longitudinal waves experiences a
completely different shape of thecompletely different shape of the
ship in still water and in beam seas.ship in still water and in beam seas.
The righting moment of the vessel variesThe righting moment of the vessel variesin time with the passing wave.in time with the passing wave.
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motionmotion
GZ Variations in Longitudinal WavesGZ Variations in Longitudinal Waves
After-body midship Fore-body
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Ship in longitudinal wave at different positions relative to the crest
Wave length = LWL
Draft : full load draft
Heel angle = 300
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Comparison of GZ CurvesComparison of GZ Curves
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Comparison of GZ CurvesComparison of GZ Curves
The change of GZ results from the changeThe change of GZ results from the changein the location of the center of bouyancy Bin the location of the center of bouyancy B
wave.wave.
Weight force, W and the center of gravity,Weight force, W and the center of gravity,
G remain constantG remain constant
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GZ Changes in Longitudinal WaveGZ Changes in Longitudinal Wave
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Wave Crest SituationWave Crest Situation
The freeboard amidships reduces considerably.The freeboard amidships reduces considerably.
It may even become negative.It may even become negative.
ue o ac o uoyancy a ove e ec s e aue o ac o uoyancy a ove e ec s e alarge heel, the center of buoyancy in heeledlarge heel, the center of buoyancy in heeled
condition Bcondition B shifts towards the center of gravityshifts towards the center of gravityG.G.
This shift of B reduces GZThis shift of B reduces GZ
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Freeboards at sections 1 and 3 increase butFreeboards at sections 1 and 3 increase butcannot counteract the GZ reduction amidshipscannot counteract the GZ reduction amidships
Thus overall reduction in GZ resultsThus overall reduction in GZ results
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Wave Trough SituationWave Trough Situation
The wave trough amidships results anThe wave trough amidships results an
ncrease o e r g ng ever .ncrease o e r g ng ever .
The effective freeboard of the midshipThe effective freeboard of the midship
section 2 is considerably increasedsection 2 is considerably increased
The overall GZ reduction in the crest isThe overall GZ reduction in the crest is
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..
Influence of Wave Length on GZ in a Wave CrestInfluence of Wave Length on GZ in a Wave Crest
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GZ reduction between still
water and wave crest
Wave HeightWave Height
Formula derived from wave statistics in the NorthFormula derived from wave statistics in the North
Atlantic:Atlantic:
)meterinL(L05.010L
w
ww
w
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Effect of Speed on GZ CurvesEffect of Speed on GZ Curves
Blume and Hattendorf (1982) compared theBlume and Hattendorf (1982) compared thehydrostatic results with measurements onhydrostatic results with measurements onmodels of container ships in following seas.models of container ships in following seas.
For Froude Numbers between 0For Froude Numbers between 0 0.28 there0.28 therewas almost no difference in GZ.was almost no difference in GZ.
At FAt Fnn = 0.36 the reduction in the wave crest= 0.36 the reduction in the wave crestwas about half the value of the hydrostaticwas about half the value of the hydrostaticcalculationcalculation
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At FAt Fnn = 0.36 the increase in the wave trough= 0.36 the increase in the wave troughwas about 10% less than the hydrostaticwas about 10% less than the hydrostaticresult.result.
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Effect of Speed on GZ CurvesEffect of Speed on GZ Curves
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C FactorC Factor
Blume and Hattendorff (1982, 1984) developedBlume and Hattendorff (1982, 1984) developeda soa so--called Ccalled C--Factor for usual merchant hullFactor for usual merchant hull
,,
in waves by a formula based on capsizingin waves by a formula based on capsizing
model experiments.model experiments.
IMO implemented the CIMO implemented the C--factor for containerfactor for container
ships and fast ships with a small Cships and fast ships with a small C (0.554(0.554--
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0.675) into IMO stability criteria (IMO, 1993)0.675) into IMO stability criteria (IMO, 1993)
C FactorC Factor
BP
2
w
B
2L
100
c
c
KG
T
B
'DTC
TT mean draft (m)mean draft (m)
BB moulded breadth of the ship (m)moulded breadth of the ship (m)
KGKG height of the center of gravity (m)height of the center of gravity (m)
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no o e a en ess anno o e a en ess an
CCBB block coefficientblock coefficient
CCww waterplane coefficientwaterplane coefficient
C FactorC Factor
DD effective freeboard accounts for theeffective freeboard accounts for the
volume of the hatches above deck amidshipsvolume of the hatches above deck amidships
(from plus and minus L/4 of the main section).(from plus and minus L/4 of the main section).
Ship length is to beShip length is to be
100 m.
100 m. KG is to be larger than draft T.KG is to be larger than draft T.
The smaller the CThe smaller the C--factor , the larger are thefactor , the larger are the
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the GZ values required.the GZ values required.
IMO asks for hydrostatic values in the form ofIMO asks for hydrostatic values in the form of
a required constant divided by Ca required constant divided by C
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Intact stability Criteria Based onIntact stability Criteria Based on
C FactorC Factor
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GZ Curve Required by IMO BasedGZ Curve Required by IMO Based
on C Factoron C Factor
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EncounterEncounter PeriodPeriod ofof ShipShip andand
WavesWaves
TheThe encounter period, Tencounter period, TEE is the time elapsedis the time elapsed
the shipthe ship
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EncounterEncounter PeriodPeriod ofof ShipShip andand WavesWaves
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Encounter Period of Ship andEncounter Period of Ship and
WavesWaves
cosVcVrel
cosVc
L
V
LT w
rel
w
E
ww
w
w fLT
Lc
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wT2
gc
Encounter Period of Ship andEncounter Period of Ship and
WavesWaves
2
ww Tg
L
2
TT
2w
E
g
w
2
gLc w
cosVL2
g
LT
w
w
E
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The encounter frequency:The encounter frequency:
)Hz(T
1f
E
E )s/rad(f2 EE
Encounter Frequency
Wavedirection V
V
V
180 0
90
45
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g
Vwwe
cos2
directionwavethe
torelativeangleheadingsship'
(m/s)speedshipV
frequencywave
frequencyencounter
w
e
Encounter Frequency
Example
ship speed = 20 knots, heading angle = 120 degree
wave direction : from north to south, wave period=12 seconds
Encountering frequency ?
Wave frequency : sradsT
w /52.012
22
Encountering angle : o60120180 120
N
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V=20kts
60
Encountering freq. :
srad
g
Vw
we
/38.014.052.0
81.9
60cos)(10.29)52.0(52.0
cos
2
2
)/29.1020( smknotsV
S
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Ship HeadingShip Heading
00 degreesdegrees following seasfollowing seas
9090 degreesdegrees starboard beam seasstarboard beam seas
180180 degreesdegrees head seashead seas
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Passive Anti-Rolling Device
RollRoll MotionMotion ReductionReduction
Bilge Keel
- Very common passive anti-rolling device
- Located at the bilge turn
- Reduce roll amplitude up to 35 %.
Tank Stabilizer (Anti-rolling Tank)
- Reduce the roll motion by throttling the fluid Bilge keel
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.
- Relative change of G of fluid will dampen the roll.
ThrottlingU-type tube
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BilgeBilge KeelKeel LengthLength
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BilgeBilge KeelKeel ConstructionConstruction
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For large ships
Active Anti-Rolling Device
Roll Motion ReductionRoll Motion Reduction
Fin Stabilizer
- Very common active anti-rolling device
- Located at the bilge keel.
- Controls the roll by creating lifting force .
Roll moment
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Lift
Anti-roll moment
Fin Stabilizer
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Ship Operation
Roll Motion ReductionRoll Motion Reduction
Encountering frequency
g
Vwwe
cos2
roll
pitch
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- ship speed
- heading angle or
- both