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Analysis of the spontaneous yawing of towed ships

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SU11LARY

This paper presents a theoretical ana-lysis of ship motion during towing. The authors treat the phenomenon of spontan-eous periodic yawing and the influence the various design variables have on this yawing. The equations of motion are re-duced to a characteristic equation to define the limits of stable towing. The frequency of the oscillation and the effect of the bridle on towing are also examined [Translatorl.

TRANSLATION2

In ocean navigation there often arises a period during which it is necessary to tow a single ship. This problem and its re-lated points have been dealt with for a long time [l-6 ]. With the recent level

of theoretical development and

experimen-tal facilities, it is now possible to

ob-tain the data required for constructing an accurate mathematical description of the towing process for actual vessels. In this case, the utilization of an electric computer makes it possible to readily

re-produce the towing process itself and ana-lyze each component.

Presently we are concerned with the development of a general formulation which includes special features of the towing process to allow their inclusion to obtain a practical solution. Among the features not examined earlier is the phenomenon observed during towing, even in the absence of sea waves and wind, of the spontaneous periodic yawing of

the towed ship having characteristic free oscillations. Since in practice this os-cillatory state should be avoided during

towing, it is necessary to understand the conditions determining the onset of the oscillations and to estimate the dependence of their parameters (design) on the conditioning factors. The investi-gation indicates that the basic results can be obtained within the limits of the traditional assumptions used in character-izing the response of the towing system. These are, namely, that during towing the distance measured as a straight line

be-tween the attachment points of the cables connecting the towed ships remains con-stant during f-owing ;rd he m.t Lop tak-s place in calm wateL. Furtheimore,

ANALYSIS OF THE SPONTANEOUS YAWING OF TOWED SHIPS'

BY

E.B

YUDEN A,G. MIKOVSKY _147_ TECHN$SCHE UNIVERSTEIT

Laboratorium voor

Scheepshydromechafllca

rchLef

MakelWeg 2,2628 CD Deilt

TeLO15-?ø7S Fac 015481838

assuming that the towing speed is constant, the angle parameters determining the rela-tive position of ships fluctuate in

such limits that the sine of the angle can be replaced by the angle itself and its cosine by unity.

Fig. Instantaneous Ship Position During Towing

Fig.l shows the basic notation for the geometrical and 1inematic qualties en-countered below. The following equality can be obtained from considering this figure: X e

7 +

th (1 +

dy

- y ( -

v(-

) dt

Introducing the notation:

d

p

=-t = =-t Non dimensional time Differential Operator

(1)

1

Sudostroyeniye, No. 4, April, 1975, pp. 15-17.

2

:i.p.rd

hy . Ldtorre, Dept. of Naval Arch. Mar. Eng., Univ. of Michigan.

(2)

;.._ -1'i tPcr:

I1lUo

muhca,odaJ

rr-ra3r-EOtT

(3)

J-V Volume of ship's di.splace-ment

CT

T

Thrust coefficient (Towing p/2u S Force Coefficient)

Hydrodynamic Coefficients

Coefficient of added mass Non-dimensional rotational inertia of ship relative to Z axis

Relative values of the dis tance XT and Z

Following the work (7], the equation of motion for the towed ship taking into

account the assumed notation and relation (1) with absence of disturbing forces will assume the form of:

2(1 + k33)p6 2(1 + k11) p + K(C16+ C2 616) = KCT6

_22

(1 + k5) p2-k 3p4 + km]6 = k CT6

Xt

p6 = -(-6)+(l + )p

Following reference [7], we introduce the additional notation: KC1 Km1 q21= 2(1+k33) q31

- 221+k55)

Km3 r31= 22(1+k55) KC h1- 2 2 (1+k33) 1+k11 r21 1±k33 KCT 21 2(1 + k33) q =

q21r31 -

q31 r21 -, X -C1 + 2C2161 Km3p X = P 2(1+k11)p

where Position of the relative arm of the hydrodynamic force (center of pressure)

-,

XQ Ratio of derivative of drift angle position moment to posi-tion hydrodynaniic force

Relative arm of damping force.

-

8-1348

12 16

20

pl

P2

FIG. 2 Characteristic Relation of

Hydrodynamic Arm with Drift Angle Key: 8 8 corresponding to unstable equilibrium

xt_xt2

' corresponding to stable 8 equilibrium

/3

I

!Pp

o - -- -2 K

SL

Scale Factor s = q21r31-q31s21

Area of the immersed part of the hull centerplane

s = rs31- r31s21

S

X-6 C18+ c2I86 C1 VC2lm]m k11, k33 , k55 r - Xt =

0.6

0.4

0.2

Kxt

CT 31

-22

(1+k55)

(4)

Fig.3 Dependance of Ship Drift Angle in Steady Turn by Moving the Rudder B(0)

n1r31

kp 2h1r31

The characteristic dependence of the

values of X ,' and on the drift angle

B B p

for an unstable shipis illustrated in

Fig.2. The maneuvering diagram character-istic for this example ship is presented in Fig.3.

The initial consideration is given to the possible equilibrium state of the system described by equation (2) - Assuming that p=O and designating the equilibrium values of as

,

we obtain the following equation for determining the equilibrium from the basic equations (2) , (3) and (4)

+ s

h B ) = O

31 1 p ç

Here two cases are possible see Fig.4 and curve i in Fig.5) 1) >0 s 2) 0 ( + h ) = O B = 31 1 p p s31h1

04

02

0.0

-0.2

-0.4

Fig.4 Dependence of the drift angle in equilibrium position on the loca-tion of towing cable fastening point for a nonasymptotically stable ship.

X(0)

Xp

0.5

1.0 Xt

02

-0.2

ß=0

p Xt2

p-05ß(0)

LO

-0.4

STEADY

OSCILLATORY

STEADY

DOMAIN

DOMAIN

DOMAIN

Fig.5 Possible drift angle values for towing unstable ship

1 B Characteristic equilibrium

position

2 B Amplitude of oscillation o

The first case corresponds to the conditions This means that the cable fastening point is displaced towards the bow from the center of pres-sure acting on the hull at zero drift angle. The second_case corresponds to

the conditions of X< X (0). In this case (B that is the center of

pressure for coincides with the

X absciss

Returning now to the analysis of stability we consider the equilibrium position and use the equation of motions describing a disturbance relative to the equilibrium position.

Analysis indicates that after the disturbance the motion will be stable or unstable depending firstly if:

- -

S2l

-X +X

- X

(B ) '0

tr

(

+2hB)

B p

21 2l i p

To find the value of the arm which enables the inequality (7) to be transformed to the equation:

s21 -,

xp+xt

= X

r (q +2h B )

Bp

(8)

21 21 1 p

Here again we have two cases:

s (7) (9) q21 -

xB(o)]

t 5 10

15 20 25 30

6

-5

0

(5)

In the first case, taking into account that '(0) = (0) results in

-LX (0) - X j

I- S21

and for the second case:

2X (0)X

x

t (0)

+

In this manner, it can be confirmed that the necessary conditions for stable motion occurs when:

X <X

t t2

it<

..tl

and that in the range <

the disturbing motion will become unstable (lead to unstable motion).

In the latter case, the parameter B is nonlinear due to the oscillation. Assuming that in the state of oscillation,

= sin vt and adopting harmonic linear-ization of the nonlinear component h1IBIB results in.:

h1 IB IB -- h1B0B = hß0B (10)

Takiny

¡iC0

account equations (3) (4) and (10), the system of equations (2) can be reduced to the following differen-tial equation relative to the variable B:

[ p4 + (r31+q21+hB )p3 + [q+r31h B + ,. X s3l+ 531)]p2 +

1(1+ -s--

+ L s31h1 B0 +

-

-

(s+s

h B ) } B=0 * s)] p-F

-

*

3110

The characteristic equation corresponding to expression (11) has the form

p4 + a1p3 + a2p2 + a3p + a4 = O (12)

where the values of the coefficients a1, a2, a3 and a4 are clear from comparing

-50-equations (11) and (12) . Assuming p=i and substituting it into equations (12) results in an equation for determining the amplitude 6 and frequency

Numerical analysis indicates that for cable lengths e>3 and values of

X < 0.5 , the termS containing the factor ilL become insignificant. This permits investigating a simplified

equation instead of equation (li) and the solution gives the following results.

= _q_

o

h r31

If we compare this result with the deri-vation in reference [7] of the formula

for determining the drift angle of a steady turning ship with zero rudder angle

(see Fig.3), it has the form B (0) - -a__

h1r31

It is easily observed that the value of the oscillation amplitude B differs from the value of the drift angle in steady turning B(0) b the linear harmonic coef-ficient term h1 . Otherwise the

ampli-tude B0 for towing an unstable ship for values < 0.5 are nearly the same as the value of drift angle of the ship

(considered as self-propelled) in a steady turn for zero rudder angle (see Fig.5)

Having determined the amplitude,B0 is easy to estimate the frequency

xt

y

Figure 6 Diagram of harnessing bridle in towing (a) and dependence of ordinate Y on angle

(6)

Here

+ h" /____ 31 1 6

g21

lo

This produced the systematic results in Figs. 4 and 5 which give the values for the drift angle corresponding to states of stable and unstable equilibrium. These

figures also give the amplitude of the drift angle in oscillatory behavior for the point where the towing cable is fastened

for stable (X > X (0) and unstable ( <

p 8

ships.

In conclusion it should be noted that it is perfectly fine to use a bridle during towing. The difference is that instead of the value of X the value of X is used when the towing bridle is adopted. It is defined as follows:

X +

where 2.1 is related to the length of one leg of the towing bridle (Fig. 6).

To understand this relation consider the moment MT and tow force T from the towing bridle relative to the ship's center of gravity.

Mt = xTsine + yTcose = T(Xe + y)

For y = y(e) where

y(e)

is a nonlinear expression (Fig. 6-b)

r. the limit e <

81y

this

rsult

Lrt te following expression:

M

= T(

+ 9.J8

= Txe

t t L t

This corresponds to the case where the tow-roco attachment point is shifted forward aLong the vessel's centerplane.

LITERATURE

1. Collected Works of Academician A. N. Krylov, Vol. IX, No. li, A.N. USSR, 1949.

Lavrentiev, V.M., On the Tendency of Yawing and Maneuverability on Non-Propelled Ships," TRANSPORT, Leningrad, 1939.

Basin, A.M., "Course Stability and Man-euverability of Combined Tug and Barge," Report of Central Scien-tific Research Institute, 5, 1950.

Bogdano, E.V. "On the Yawing of Ocean Barges," WATER TRANSPORT, Leningrad, 1953.

Vasilyev, A.V., "Investigation of Con-trol Components," SYMPOSIUM ON SHIPBUILDING QUESTIONS, Gorky, GIIVI, 1969.

Bidel, S., 'Yawing of Ships During Towing," Selected Articles from SHIPBUILDER AND MARINE ENGINEERING 70, No. 667, 1963.

Voitkunsky, A.I., Persiz, R.Y., Titov, l.A., HANDBOOK ON SHIP THEORY, Shipbuilding, Leningrad, 1973.

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