A
MITSUBISHI TECHNICALBULLETIN MIß 010035
MITSUBISHI TECHNICAL BULLETIN No. 35
Investigations into the Fundamental
Characteristics and Operating
Performances of Side
rIlftt
May 1966
and Operating Performances of Side Thruster
Abstract
Model experiments are made on the configurations of the ducted-impeller-type side-thruster unit and performance tests of the hulls equipped wit/i a model unit are made in order to obtain a
sound basis for side-thruster design.
Manoeuvre trials are made wit/i the free-running models to visualize the possibility of efficient
ship operations by the use of side-thruster and the required capacity of the unit is estimated. Simplified considerations are made on the performance of th.e ship equipped with a
side-thruster and simplified in-ethods are proposed for the evaluation of the effectiveness of the unit.
Introduction
The installation of a lateral-thrusting-unit in a ship
has been considered to be one of the most effective
method for the automatic ship operations. However,
only few data are available at present for the practical design of a side-thruster-unit with a good performance and an appropriate power for the purpose.
In order to obtain the basic data for the design,
Mitsubishi Heavy Industries, Ltd. programmed a new project in 1962 in co-operation with the 59th ResearchCommittee of the Shipbuilding Research Association of Japan. Along this project, wide variety of experi-ments are conducted at the Nagasaki Experimental
Tank of Mitsubishi Heavy Industries. Ltd. Particular emphasis is laid in the programme on making clear the inter-relation between configurations of the side-thrust-er system and its working charactside-thrust-eristics, togethside-thrust-er with
the capacity of the thruster required for the typical manoeuvring.
As the first step, experiments are conducted on the
duct configurations for a definite impeller and the
systematic series tests are performed for a number ofimpeller models of various particulars. Next, the
model thruster-unit is installed in the bow of the ship
models of various forms and the lateral-thrust are
measured under captive conditions, together with theobservation of the manoeuvring motion of ship models
under free-running conditions as effected by the
side-thruster-unit.
Apart from these experiments, theoretical approach
is made to the working characteristics of the unit by the four members of the 59th Rasvarch Committee of
the Shipbuilding Research Association of Japan. For
convenience a brief summary of these theoretical in-vestigations is given in the appendix of the present
report.
Series Tests on Ducts and Impellers
2. 1 Testing method
Six impeller models are made and the tests are
Director of Nagasaki Technical Institute, Technical HeadquartersChief of Experimental Tank, Nagasaki Technical Institute, Technical Headquarters * Experimental Tank, Nagasaki Technical Institute. Technical Heaclquarters
Kanarne Taniguchi5
Kyoji Watanabe**
Hironao Kasai***
conducted foi' the case of possible combination of the duct and impeller in order to obtain a reliable data for the design of side-thruster unit with good characteristics.
Tests were conducted at the smaller towing tank. The thrust and torque of impellers inside the
simpli-fled duct unit are measured under 100% slip condition by the propeller open dynamometer. together with the measurement of the duct axial force by the swing frame specially made for it.
The principal particulars of the six impeller models are listed in Table 1. and the drawings of three impellers
are given in Figs. l'-3 together with the shape of the
boss of the controllable pitch impeller in Fig. 4. The drawing of the blades of the three-bladed im-peller model P. No. 1308-B is the same as those of the
four-bladed impeller model P. No. 1308.
The boss-length is 1.5 D. which is common to all the impeller models.
The standard duct unit consists of a rectangular box
with the dimensions of 4.25 D in draught (with some
amount of free board); 6 D in breadth and 2 D in thick-ness (D=200mm; the diameter of impeller).
A circular duct hole is bored horizontally in the
middle of duct unit with the immersion of 1.25 D at the
duct center from water surface. The diameter of the Table i P. No. D (mm) 1309 1307 1308 1322 1323 1308-B 200.00 P/D d!D 0.750 adjustable for; 0-1.3 0.300 0.400 Ae/.4d 0.5246 0.450 0.300 0.600 0.3375
Blade contour Elliptic Kaplan-type
Blade section Elliptic Aerofoil (Symmetrical)
Z 4 3
2
0.007.94... e003(
r '9 = 1 0
0.007
Fig. 1. Fixed pitch impeller (P. 1309)
Fig. 2. Controllable pitch impeller (P. 1307)
Fig. 3. Controllable pitch impeller (P. 1308) Particulars
Diameter (mm) 200.00
Pitch (const.) (mm) 150.00
Pitch ratio (coust.) 0.7500
Disc area (m2) 0.03142
Expanded area (&) 0.01648
Projected area (m3) 0.01526
Expanded area/Disc area 0.5246
Projected area/Disc area 0.4857
Projected area/Expanded area 0.9260
Boss diameter (mm) 60.00
Boss ratio 0.3000
Thick chord ratio at 0.7 R (%) 5.68
Blade section Ellipse
Number of blades 4 0.0126 0.0I8iI' 12o9 0.95 U 0.9
P-
-0,0292 ' II 0.8 04031.. 0.7 4W_______ 0.0514II______-
0.6 00625I
0.0736 74 " 06'.
0.0847s
0.3'
03366 0.168't
00590 0.0590 02387 00070 0,0024# r,. i.00 00l26,9i 0.95 00183 .R01! 01556oo296Är_
. 0047' 0,2705117ii.1F»
0.2685 0.2827 72549j
0.4 00750 03366 0,1346 Particulars Diameter (mm) 200.00 Pitch (mm) O Pitch ratio ODisc area (on2) 0.03142
Expanded area (m2) 0.01414
Projected area (m2) 0.01414
Expanded area/Disc aera 0.4500
Projectea area/Disc area 0.4500
Projected area/Expanded area 1.0000
Boss diameter (mm) 80.00
Boss ratio 0.4 000
Thick chord ratio at 0.7 R (%) 5.68
Blade section Aerofoil
Number of blades 4 0,0070 - - 0.0035 r,'R 1.000 501 21, 0.0393 0.95' 0,8425 '-0.9 ,_,R50 0.0297 leu 0.8
ili36/
I Blade op 0.04101 55 0.7 _________________ 000231 049 0.5 4 S oZ'°° S '2°e 0.02509 0,4i
0.3366 07046 o06o,/_0.o6oIs Particulars Diameter (mm) 200.00 Pitch (mm) O Pitch ratio ODisc area (on2) 0.3142
Expanded area (m°) 0.01414
Projected area (m2) 0.01414
Expanded area/Disc area 0.4500
Projected area/Disc area 0.4500
Projected area/Expanded area 1.0000
Boss diameter (mm) 80.00
Boss ratio 0.4000
Thick chord ratio at 0.7 R (%) 6.96
Blade section NACA 16
A-A Section
0)
Fig. 4. Controllable pitch impellers
0) Duct block
(8) Swmg frame
® Impeller shaft stay
0) Impeller
0) Thrust & torque dynamometer 0) Duct bfock axial force dynamo.
0) Towing rod
Fig. 6. Fundamental test arrangement
duct hole is 203 mm, i.e.. the blade tip clearance is 1.5mm.
The shape of the duct block is shown in Fig. 5. The
corner of the duct end periphery is rounded by the ra-dius of 10 mm.
In the basic tests, the impeller revolutions are
widely changed from the considerably lower values to the possibly highest ones and their effect is examined.The result shows there is no substantial differences.
when the results are expressed in the non-dimensional forms, for the range of the number of revolutions larger than lorps.
Thus, the results for n=15.2orps are adopted for
all the impeller tests.
Measured values and their notation are listed below together with their non-dimentional representations.
Impeller thrust Duct axial thrust Impeller torque
Total thrust
Impeller Diameter Impeller revolution
0) P. No. 1307 Blade contour 0) P. No. 1308 Blade contour 0) P. No. t 322 Blade contour 0) P. No. 1323 Blade contour
80 _45lo: 11710 35 12
UI IU
'T
1.5 118.5 lIBO 11297 oj
non-dimensional notations representationsT (k)
C.= F (kg) CF= Q )kgm T+F (kg) D (m) n (rps0) Prop. dynamo, shaft
0) Supporting shaft 'i pn°D° (T+F) CTF - pnoDx Density of water p (kg. s2/m4
The following expression is introduced for the
re-presentation of the efficiency of a side-thruster.
fCTF \
r 1 (1)
2 G0
When the total thrust (T+F) becomes larger, the
3!) 31)
L_A
t Hook to swing frame
2 Duct Detachable
21) 31) AA Section Fig. 5. Duct block (Parallel wall type)
Fig. 7. Duct length series
higher fl-value is obtained under constant diameter of impeller and a definite DHP.
There is no effective work done by the side-thruster
working under 100% slip condition and it will be impossible to define the efficiency in the strict sense.
However, regarding the side-thruster as a water current generator in the duct, the efficiency can be defined by
taking the current as the effective output. The work done by the generation of the water current can be
obtained as the product of the flow-rate and (pressure
xarea), and the flow-rate and (pressurexarea) are ap-proximately equal to ','(T+F)/pA and T, respectively.
where A denotes the cross sectional area of the duct. Thus, the efficiency in the present definition is,
Tx (T+F)/pA 75 SHP
For convenience. T is replaced by T+F, and it is reduced to (1).
This efficiency value can be used as a direct measure for the comparison of the effectiveness of the different
duct system with a definite impeller. However, it must
not be used as the measure, if there are some
restric-tions in choosing the number of revolution in the prac-tical case of side-thruster design.
2. 2 Instrumentations for the tests
The arrangement of the test instruments is shown
in Fig. 6.
The box ® with a duct passing through it is hanged down from the two swing frames ®.
The impeller model is mounted at the end of the
axis of the propeller open dynamometer ® and the axial
thrust and torque of the impeller are measured with it
together with the number of impeller revolutions. The axial component of the force exerted on the duct is measured with the resistance dynamometer ® by way of the swing frame (i) and the towing rod ®.
(2f 3 T pn2Da F pn2D Q
2. 3 Test results and considerations
2. 3. 1 Series tests of duct configurations
li Effect of Bottom Immersion; 1h
The bottom immersion lb of the duct block are systematically varied as 1D, 2D, 3D while the immer-sion of the impeller is kept constant (250 mm) as shown in Fig. 6.
The test condition is as follows.
Tested impeller P. No. 1307
(The pitch is fixed at p=O.75O
1=250mm (I/D=l.25) ld=400mm (2D)
ih=200, 400, 600mm (1D. 2D, 3D)
ls=600 mm (The horizontal half breadth in the
normal direction to the duct axis) ö= 1.5 mm, R= 10mm
The test results are shown in Figs. 8 & 9.
lt is noted that the effect of the number of the impeller revolution n is almost negligible for the range of n above n=l0 (rpsL And thus, the further
tests are conducted at n=15 and 20.
The effect of bottom immersion on the C. C. C
is shown in Figs. 8 & 9.
Although, no marked change can be observed
with-in the range lb=l-.-3D, abrupt change of
the tendency might be expected for the lower value of lb.(2) Effect of duct length: Id
The length of the duct ld, was varied as shown in
Fig. 7.
The test condition is;
Impeller model: P. No. 1307 (The pitch is fixed at Po.i=O.750)
4 0.4 0.3 u . 0.90 0.4 -. 03 'J 0.2 Ji. u - n=l5rps PN n= 20 rps 2D 1 0.10 ID 2D 3D .750) 3D
Fig. 9. Bottom immersion series
Fig. 10. Duct length series 0.09 0.08 0.07 ' C.-0.06 'i 40 0.10 0.07 4D n 0.09 'b b, 0.08 II u 1=250mm )I/D=1.25) lb=600mm (3D) ls=600mm (3D) ld=200. 400, 600 mm. )1D. 2D, 3D) Ô=1.5mm, R=l0mm
The test results are shown in Figs. lo & Il. It is noticed that C is almost independent of the duct length, while, C0 and CF are nearly constant
for the range of ld>2D, whereas the latters increase
for the range of ld<2D.
,j-value is nearly constant for id<2D, but it has
apparent tendency to decrease for still longer length of the duct. This tendency may be explained by the increase of the friction loss at the inner-wall surface of the duct.
)31 Effect of the radius of the roundness of the duct-end
corner; R
In principle, the shape of the duct-end corner
should be determined on the basis of the extensive investigations on the ship resistance and the effici-ency of lateral thrusting.In the present test, however, only the effect of the roundness of the duct-end corner is investigated by measuring the thrust and torque of the impeller and
the axial force of' the duct for the three different
magnitude of radius of roundness. The test condition is as follows.
Impeller model; P. No. 1307 (The pitch is fixed at po,=O.7SO)
1=250mm (I/D=l.25) ld=400 mm (2D) lh=600mm (3D) ls=600mm (3D)
(3=1.5mm, R=0, 10, 40mm, (0, D/20, D/5) The test results aie shown in Figs. 12 & 13. It is noticed that CF falls down remarkably as the radius approaches to zero. while the same tendency
can be observed in the ri-value. These results may
ID 2D
14
Fig. 11. Duct length benes
0.10
0 10 20 30
R mm
Fig. 12. Duct entrance shape series
40 5
/
/
----niOrps
CC ¡3/20 D/10 D P,No. 1307 (P= 0.750) -.o-..15rps -u 13 1.1 P. No. 1307 (P.7R= 0.750) n 0 rps C) 1.0 u 0.9 IL) 20 3D 41)Fig. 8. Bottom znnersion .6eries
o o X u 0.25 0.20 0.15 3D 0.10 0.09 0.08 0.07 0.06 0.05
0.25 0.20---ç-) 0l O. ç) PNo. 1307 1' 0 7501 C e 15 rps o - 20 rps 2 3 4 5 6 7 & 9 10 11 '3 mm 0.09 0.08 007 °-ç.. 0.06.2 0.05
he explained by the separation of flow which occurs around the sharp-edged duct-end in the upstream of the impeller.
In the range of R/D= 1/20=-1/5, CF becomes larger
and C9 and C become smaller according to the
in-crease of R, while only little variation is observed in ri-value. This results may be explained by the fact that the separation loss at the duct entrance is
minimized already at the value of R=1/20.
(4) Effect of the tip clearance; 5
The clearance between the inner-wall surface of the duct and the blade tip of the impeller is varied
in four differing values.
The test condition is as follows.
Impeller model; P. No. 1307 (The pitch is fixed at po.7=O.750)
1=250 mm (J/D= 1.25) 1(1=400mm (2D) lb=600mm (3D) ls=600mm (3D) 6=0.5, 1.5, 5.0, 10,0 mm (D/400, P/133.3, D/40, P120) R= 10 mm
The test results are shown in Figs. 14 & 15.
As shown in Fig. 14. both C and C9 are
consi-derably lowered in similar tendency by the increase of 5, while Cris only slightly lowered by the increase of 5.
Within the scope of the present test results. C.
and CQ seem to approach a certain definite value by
increasing ö. They must, however, approach C=0.233 and CQ=0.0342 at the limit of 3= co, which are
obtain-ed from the open water test results.
It is inferred that C1. approaches O at the limit
of 5= 00, and thus C1. will be simply lowered with
increasing xi. Axial distance o (Duct center) -20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 + 0.4 ± 0.8 + 1.3 + 2.1 + 3.6 + 4.8 + 5.0 + 5.8 ± 6.6 + 7.7 ± 9.0 + 10.4 + 12.0 + 14.5 + 18.7 R-R0 0 (mm) o ± 0.1 + 2.9 +40.0 (18.5R) Contracted entrance
_jljChannel cross sectional .
...area const.)
Impeller boss
Fig. 16. Tested duct with concave inner-wall
Expanded entrance / I For stata pressure ne005ery
Impeller boss
Fig. 17. Tested duct with convex inner-wall
Table 2. Deformed duct dimensions
(a) Convex loner-wall (b) Concave inner-wall
type type
(For static pressure
re-covery and widening angk) cross sectional area)(For constant channel
Diameter at duct center
203mm (ZR0) comment
to (a) and (b)
RRadius of duct section ¡?= Radius at duet center
(5) Effect of duct shape
The following two variations of the standard duct shape are tested in order to investigate the effect of
axial distribution of the cross sectional area of the duct.
Concave inner wall type duct; The standard duct is a cylindrical one with constant circular cross
sec-tion. However, a large impeller boss is situated in
the midst of the duct axis, and, therefore, the cross
s',,
Axial distance J? R O O (Duct center) 0 mm -90 0 100 -0.3 110 -1.1 120 -2.5 330 -4.2 140 -6.3 145 -7.0 150 -7.5 160 -8.2 170 -8.2 180 -8.2 190 -8.2 200 +1.0 (lO.0R)Fig. 14. Tip clearance series
1.1 1.0 0.9
L.
P.No. 1307 1P-= 0.7501 n 20 rpo 0.0 L r 0 10 20 30 40 1? mmFig. 13. Duct entrance shape series
01 23456789 10
114 mm
sectional area of the flow channel is cnsiderably
widened towards the both ends of the duct. There-fore, the investigation is made on the concave duct
shape. i.e. the duct is contracted towards the both end of the impeller boss in order to keep the
uni-form flow section as shown in Fig. 16 together with the off-sets of its dimensions in Table 2.
Convex inner wall type; The cross sectional area
of the flow channel is made to widen towards the both ends of the duct in order to investigate the effect of the static pressure recovery in the outlet
flow. The duct shape and its dimensions are shown in Fig. 17 and Table 2, respectively.
As is shown in the test results given in Fig. 18,
CT and C0 have largest value at the concave inner
wall type as followed by the cylindrical type and
then the convex inner wall type. In CF values, how-ever, any difference cannot be found between them, although the cylindrical type seems to have the su-periority among them. The cylindrical type has the largest ri-value among the three, while the convex inner wall type has a very small value of i.
16) Effect of guide vanes
The effect of the number of the guide vanes is investigated for the case of two- and three-guide
o Ci Co,vev
o
_i
' JLJ!
iilf'
H-!II
(ij Guide vane (n= 2) ® Duct block® Guide vane (n= 3) ® Support bearing ® Detachable ring ) Dynamometer shalt
(a) Guide vane & axial thrust escapement
(b) Grids (Case for n4)
Fig. 19. Guide vane & grid
00
vanes for each of the ths'ee- and the four-bladed
impeller. The sectional shape of the guide vanes is shown in Fig. 19.
They are all with elliptic section with 1/3
axis-ratio. where the major axis is 60mm for the case of two guide vanes, and 40mm for the three,
respect-i vely.
The total wetted surface area and the projected area of the guide vanes in the direction of the duct center-line are identical for the two cases of
two-and three-guide vanes.
The distance between the upstream guide vanes
and those in the downstream is 90mm as measured at the innen' edges of these guide vanes. Impeller
is situated at the center of this space. The test
re-sults are shown in Figs. 20 & 21. Within the scope
of the present tests, it is shown that the effect of the number of guide vanes can hardly be found in
the measured quantities.
In comparision with the case of zero guide vanes, r is lowered by the presence of guide vanes.
The reduction of rj mainly comes from the increase of CQ.
7) Effect of grids
The effect of the grid is investigated for different number of grids; 2, 3. 4 and 5.
An example of the mounted grids is shown in Fig.
19. All the grid bars have elliptic cross sections
with 1/4 axis-ratio and their dimensions are chosen
so as to satisfy the condition of the constant total
wetted surface area and the constant total projected
area of the grids in the direction of the duct center line for each case of the grid numbers. The grid bars are fitted horizontally at the both ends of the duct in parallel to each other at an equal interval within the duct inner diameter. The section of the grid bars are chosen to be an ellipse of 60mm x 15mm
for the case of two grid bars as the standard.
Q
0.0
0.8
C
Guide vanes
Fig. 20. Guide vanes
P.Ns. 1307 (Py,e'0.750) n-=20rps
fo 0=4
P0,,0.750 n=20 t
I.z=3
Channel cross sectional area constant at guide narre center Wetted surface of the guide vanes constant
Guide vane cooss section is elliptic with 3 : t aseo
0 0 2
Gutde vanes
Fig. 21. Guide vanes
0.3
Channel cross sectional
2. Wetted surface of the
3. Guide vane cross seCtion
anew co,stanl al guide vane center
gurde vanes constant
is elliptic With 3 1 aves Cr,
Cu
0.2
e
C,O.
PNv. 1007LPv =0 750 r Convex i,,e, wall tlpe
nc.}
0.9 iO Concave ne, Wall type
L orica ve t ql Pa, 1H nCc - C,, C Cp Conca ve r C,r Parallel q Cony., 03 52 0t-20 5 IO 05 impeller revolution n OS
Fig. 18. Duct inner-wall shape series
'=0.7501 =2O ros
PNo.1307 lPvr
0.9
0.8
t - Channel cross sectional area constant at grid center
Wtted surface of the grids constant
Grid section is elliptic with 4 t axes
- - _Grid sectiOn i
Numbers Major axis Mirrnr axis
2 6000mm t5.00mm 3 41 40mm t 0,35mm 4 31.80mm 7.95mm 5 25.84mm 646mm 1 2 Cre Ci PNo 13Ò7 lOro 075W o Qr75 Grids Fig. 22. Gridt P.9w. 1307 Pc e 07501 e = 2drps Grids Fig. 23. Grids
The test results are shown in Figs. 22 & 23. The curves of C. and CQ show slightly-decreasing
tendency with the increase of the number of grid
bars, whereas CF apparently decreases and thus
has also decreasing tendency with the increase of
the number of grid bars.
In comparison with the test results without grid bars both CT and CQ increase by the presence of
grid bars and C. decreases, whereas CTF=(CT+CF) shows almost no difference in the both cases.
(8) Effect of duct-end-wall inclination
The tests mentioned in the preceding sections are all conducted for the duct unit with vertical walls.
In the actual ship, however, it is quite probable
that the side-thruster is installed at the part of ship hull with inclined walls.
Therefore the effect of duct-end-wall inclination is investigated for the following cases.
Duct center-line length =21)
Bottom immersion below
the duct center-line = 1.5 D
Duct-end wall inclination=(90°), 750, 600
where the 90' inclination means the vertical walls.
The definition of the magnitude of inclination are
given in Fig. 24.
The test results are shown in Figs. 25 & 26. The curves of CT and C have the similar tendency of change, although they are almost constant,
where-as CF hwhere-as slightly decrewhere-asing tendency and thus r
apparently decreases with decreasing magnitude of
inclination.
2. 3.2 Impeller series tests
(1) Effect of the blade contour
The effect of the blade contour is investigated for the two differing cases; the one is an elliptic (P. No.
1307) and the other is Kaplan type (P. No. 1308). The both impeller models have the blade area ratio of Ae/Ad=0.450 and the boss ratio of dJD=0.400 in com-mon, and the tests are conducted for varied pitch
-ç) 1.0
L':
0.8 0 6r O -75' LAFig. 24. Duct block (inclined-wall type)
P.No. 1307(Pe,e= 0.750 n=20rps
ratio at the radius of 0.7R from p=0.2 to 1.3.
The results are shown in Figs. 27 & 28.
The coefficients CT, C and CF are found to be
larger for the Kaplan type blade contour. This im-plies that the diameter of the impeller required for
attaining the equal performance is smaller for the
Kaplan type. Fig. 28 indicates that the attainable
thrust from a definite amount of power becomes
greater according to the increase of pitch within the
test range of p=O.2-.l.3 under the conditions of constant diameter and the free choice of the pitch ratio and the number of revolutions, although the increase of thrust is very small and thrust may be regarded as nearly constant for the range above
Pno'°'
The Kaplan type impeller can develop larger thrust than the other under the samecon-ditions stated above.
It should be noted, however, that in the case where there is no restriction to the diameter of the impel-ler, and the power and the revolutions are given, the comparison of the performance should be made on
the basis of some other kind of expressions. These
basis for the comparison can be obtained from Fig.
27.
(2) Fixed pitch impeller test
The test results for the fixed pitch impeller P. No. 1309 is shown in Fig. 29 (dID =0.30). The boss ratio of a fixed pitch impeller can be made smaller than
-n,
PNo. 1307 (Pern- 0,7501 n Cnr 20 rps e --.cc_____. C, o Cr c 90 80 70 60Wall inclination deg
Fig. 25. Duct wall inclination
t. Channel cross sectional area constant at grid center 1.0 2. Wetted surface of the grids constant
3 Grid section is elliptic with 4 :t aces
90 80 70 60
Wall inclination deg
Fig. 26. Duct wall inclination
o 0.3 X 20.2 o ca u 0.1 Q. a. ca
r
0.0 0 7 0.6 0,5 03 -0.2 0.1 0.2Fig. 27. Blade contour
1.2 10d 0.7 0.7 ç 0.4' i- . 0.2 0.8 0 0.7 0.6 05 a 0.3 1.) i; 0.2 Li 0.1
P.No. AC/4.i t D Blade contour
P. 1322 0.3000 0.4000 Kaplan P. 1308 0.4500 0.4000 Kaplan P. 1323 0.6000 0.4000 Kapian e = 20 rs aO.1 ç-)
..---0 2 0 3 3 4 0 5 0.6 0.7 0.8 0.9 Pitch ratio at 0.75 P.Ño. P. 1308 B P, 1308 o 2ûrpo Slip 100 ç-Fig. 34Fig. 31. Are ratio series
J
1
z .l. .t.I il1) Blade contour q,/o <ta,
3 0.3375 0.400 Kaplao
4 0.450 0.400 Captan
i.,'
02 03 04 05 0.6 0.7 0.8 00 1.0 1.1 1.2 1.3
Pitch ratio atO 75
Fig. 32. Comparison of blade numbers
03 04 05 06 07 08 0.9 1.0 11 12 13
Pitch ratio at 0.7R
Fig. 33. Comparison of blade numbers
'4
P.1307 P1300 P.50. .9C hi d 04500 0,0000 04500 04000 10 Blade contour Ei ¡olio Captan/
/4 4
n=2irpoP
.__z
-II,
P.No. P. 1307 P. 1308 A/Al d/D 04500 0.4000 0.4500 0.4000 Blade Elliptic Kaplan contourr'
20 tpo i-.
-
,- \_h 20 : A 3 0.3375 4 0.4500 'Ad 'Sl 4 D 0.400 0.400 t Olade Kapan Kapan conto P,No. 1308-1308 P. B P. P.No. 1309I Po to 0.75k) o 20 ros Elliptic blade Standardcannour & section
dud i, 2D, t i.=30)
R-t0mm.4=t.5nnnr
,i=2OrpO ., B
-P.No.A AI A t) Blade Contour
-
VAU--P. 1322 03000 0.4000 Kaplan 4- P. 1308 04500 0.4000 Kaplan ---- P. 1323 06000 0.4000 Kaplan/'
I I J I 03 04 05 06 07 0.8 09 10t'
02 13 POch ratio at 0.78 0.3 0.4 05 06 07 08 09 10 .1 12 13.Pitch ratio at O.7fl
Fig. 28. Blade contour
03 0.4 0.5 06
Fig. 29. Boss ratio series
02 0.3 04 05 0.6 0.7 0.8 0.9 1.0 I. 1.2 13 Pitch ratio at 0,78
Fig. 30. Area ratio series
to
ti
12 13 1.1 1.0 0.9 06 0.5 0.4 1.4 1.2 1.0 0.8 0.6 0.4 1.1 1.0 0.9 0.8 ç-) 0.7 ta 0.6 0.5 0.4 0.3that of the controllable pitch impeller, and thus the
boss ratio of P. No. 1309 is chosen to be 0.30. The direction of rotation should be reversible at the fixed pitch side-thruster, and thus, blade
con-tour and blade section should be symmetrical about the center-line and the blade section has elliptic
di-stribution of thickness over a straight camber.
It
is of particular notice that the fixed pitch impeller has the greatest r;-value in the test in comparisonwith other controllable pitch impeller shown in Figs. 28 & 30.
Effect of blade area ratio; Ae/Ad
The impellers P. No. 1322 and P. No. 1323 have identical particulars with those of P. No. 1308 except
for the blade area ratio, thus these three impellers
form the blade area ratio series. The blade area
ratio of P. No. 1308 is Ae/Ad=0.450, whereas those ofP. No. 1322. 1323 are AeIAd=0.300 and 0.600,
respecti-vely. The tests are conducted for differing pitch
ratio P0.7 within the range o.n=O.3O-l.2S. The
com-parisons of the obtained results are made in Figs. 30 & 31.
The results show the similar tendency to that of
ordinary propeller in the fact that the better effici-ency is experienced for the smaller blade area ratio within the range of impeller operation without
cavi-tation. There is almost no difference between the
results for Ae/Ad=0.300 and 0.450, whereas the clear
drop of the efficiency is observed for Ae/Ad=0.600.
Effect of the blade number; Z
Test is conducted in the standard duct unit for differing pitch ratio of three-bladed Kaplan type
impeller P. No. 1308-B. and the effect of the blade number is investigated in comparison with the
four-bladed impeller P. No. 1308.
The results are shown in Figs. 32 & 33. Effect of boss ratio; dID
The boss diameter of the fixed pitch impeller P.
No. 1309, is changed by covering the boss with the
paraffine and the impeller test is conducted in the standard duct unit for the differing boss ratios of
0.40. 0.45 and 0.60. The impeller blades are left the same and the blade area is differing in accordance
with the boss ratio. The test results are shown in
Fig. 29.
3.
Performance Tests of Hull Equipped
with Side-Thruster
3. 1 Testing method
A model side-thruster unit is installed on the ship models and the captive measurements of the attained lateral forces and the free-model test under operation
of the side-thruster, the rudder and the main propeller,
are conducted for differing conditions of the depth of
water and the pier walls.
The straight tow resistance tests of the model with the duct-openings on its submerged part are conducted
to investigate the increased resistance due to those openings.
Three models are tested; a super tanker (M. No. 1379), a high speed liner (M. No. 1463) and a cable layer (M. No.
1512), and they are wooden of the length L70=6m. The
body plans and the principal particulars of the these
three models are shown in Figs. 35-37.
As an actuator for lateral motion of ships. the more effective performance of the side-thruster can be attain-ed, the closer its longitudinal point of attachment is to the fore-end of the ship. However, the breadth of the
M, NO. 1379 Supe, tanker
4' 1000.15kg 3e 42709t
Fig. 36. Ship model (2)
Fig. 37. Ship model (3)
hull at the point of attachment has the minimum limi-tation solely decided by the ducted-impeller system to be installed, and its position of attachment for the tested
models are decided in considerations of the data for
full-sized-units and the requirements of the size of the
model-unit.
Additional tests are conducted to investigate the
difference in the effect of the point of attachment of the units. using the high speed liner model. Additional test is also conducted for the super tanker model to investi-gate the difference of the straight tow resistance for the
duct openings cut out in the stern of the model. The position of these additional duct-openings are
given in Fig. 38. The model side-thruster unit has an
impeller of 90mm diameter and this unit is used to all
of the three ship models. The model impeller is made
similar to P. No. 1307. but the blades and boss are cast
solid with the pitch ratio of p.=O.75O, and the thrust
are controlled by changing the number of revolution of the impeller. Measurements are made at the model unit
for the number of revolution and the impeller thrust. These quantities, however, present sufficient basis to associate them with the quantitative relations among
thrust, torque and the duct axial force previously mea-sured in the series tests on ducts and impellers.
The performance tests of the hull equipped with
FP PP CCL 9 Model Sh,p L,.,' 6 r,, L,',. 19050m B inc.sk,n 81720mm ¡3 inc.sk,n 25946m
d ec.sk,n 33180mm 4 inc. sk,o I 0535m
L,.,. 6m L,.,. 105m ¡d,oc. sk,n 916.00mm Bmold 16m J,nc. sb,n 343 71mm ,!8,L 6m je I 207kg .3e 66501
\B F/(
L,III
AP PPFig. 35. Ship model (1)
M19o. 1463 High speed liner
Model SMp L,., 6 re L 150e, B inc.skin 857.20mm B inc.sk'n 21.428m 1 iec.skun 357.20mm, d ,mc.sk,n 8.930m .3,, 1146.29kg 4e 184041 AP 3
M No. 1512 Cable layer
AP
side-thruster are divided into three parts; the measure-ment of the side force exerted on the ship model under
captive condition, the measurement of the horizontal
motion of the free-running models, and the straight tow resistance tests of the ducted hulls. Under captive
con-ditions, the model is restrained by hard springs at the
two points in the center-line of the model at the height
of the center of the model thruster impeller, and the lateral forces exerted on these springs are measured.
Under free-running condition, the loci of ship motions are recorded by way of photographs taken from above. Simultaneous measurements are made on the number of impeller revolutions, thrust, the number of revolutions of the main propeller, together with the duration of the operation of the side-thruster or the rudder.
The tests are performed at the smaller towing tank
and the shallow basin at the Nagasaki Experimental Tank. The latter is specially prepared for the present
lo
I.J !
Ill/A I Ji
ri.
IlL2fl
JL
Il®
w__ii
í;%
lui
i!i
1LL
I'i
______«o I
--.
AA..
Fig. 38. Duct position on ship models
research program in order to change the depth of water easily and it has the dimensions of 15.9m length, 3.85m breadth and 0.6 m maximum depth of water.
3.2 Instrumentations for the tests
The model side-thruster unit used for the perfor-mance tests of hulls is shown in Figs. 39 & 40 and its
photographs are shown in Fig. 41.
Impeller is attached to the impeller shaft ® b way
of the thrust escapement spring ®.
Torque is transmitted to the impeller from the
im-peller shaft ® by way of the thrust escapement spring
®, and the thrust is measured by the thrust gauge spring ® by way of the thrust lever ®.
The number of revolutions (rps) are printed out dur-ing the tests through the revolution counter attached to
one end of the driving motor shaft. The control of the rudder position is made by the model steering gear
within the range of ± 35 degrees. M. No. 1379 Ship form (mt 1 (mm) lf/L (man) lb/d Remarks (mm) Super tanker 6.000 331.8 0.050 0.500
1379 Super tanker 6.000 331.8 1a0.070 0.600 Stern duct
1463 High speedliner 6.003 357.2 0.135 0.450 No. duct
1463 High sp.edliner 6.000 357.2 0.170 0.410 No. duet
1512 Cable layer 6.000 343.7 0.140 Ù.500 AA Section .=._ßl!!__i::_ t Thrust es ment spri Ii4uui
i
® ® Thrust Ie ® Thrust ga ® Mutar ah ® Impeller sJ!
60i
I
.J',I
I1
IØuri')"
E 120A
Fig. 39. Model side thruster unit Fig. 40. Model side thruster unit
cape -ng er uge aft haft
The maximum rudder position, however, are
previ-ously set at the suitable values for the tests, while the
remote controls are made to execute the rudder in either
side of port or starboard. Small lamps are attached at the fore and aft end of the model center-line and they
are made to blink once per each second. The motion of the ship model is recorded by taking photographs of the
blinking lights from above with a space-fixed camera
over the model basin.
3. 3 Considerations on the Test Results
3. 3. 1 Measurement of lateral force under
captive condition
The ship model is restrained at the two points in the
model center-line by the arms projecting out from the
shore and the reaction at these two points are measured to obtain the lateral force exerted on the ship model due to the working side-thruster.
The following notations are used in the
representa-tions of the test results.
Impeller thrust
Tkg)
Impeller revolution n(rps)
Resultant lateral force F (kg)
Point of application of
resultant lateral force x(m) fore of
Reactions at the
restraining points F1, F2(kg
Where resultant lateral force is the normal com-ponent of the total induced-force in reference to the center-line of the ship model. The positions of the
restraining points are different for the ship models and the testing conditions. In the notations, F1 always cor-responds to one of the two restraining forces closer to the fore-end of the model.
In the measurements of the restraining forces near wall, F1 and F2 are the components of the induced force normal to the wall.
Depth of water H (m)
(expressed in ratio to the draft of the ship model; Hid)
Clearance of the pier 1(m)
(the distance of the horizontal center of the
side-Fig. 41. Model side thruster unit
thruster on the ship model from the pier) Angle of intersection of the
model center-line to the pier O (degree
Displacement of the model
J kg
Breadth of the model B (m)
The non-dimensional representations, such as FIT,
Fx/T. L5, F2/J and T/J, are used in the analysis of the test results. The sign of T and n are assumed to be
positive no matter which sign the direction of rotation of the impeller has when confusions are not expected in the analysis. However, in the case of the force measure-ments near wall, the sign of T and n are defined positive
when the impeller causes the water flow out of the thruster duct towards the wall creating lateral thrust to clear the wall, and vice versa. The signs of F, F1
and F2 are defined positive when they are in the same
direction as that of + T. The depth of water and the
distance from the wall are defined to be infinite when the tests are conducted in the smaller towing tank.
(Breadth x Depth = 6.1 mx 3.65 m)
1) Bow thrusting in open water (smaller towing tank) The measurements of the lateral forces are made under stationary condition of the model for differing number of revolutions of side-thruster impeller.
The tested ship models arc as follows;
For example the measured values of T, F1 and F2 for M. No. 1379 are shown in Fig. 42 on the base of the impeller revolutions. It is apparent in the results
that T, F1 and F2 are approximately proportional to n2.
li
Tested models Impeller Rev. Test results
M.No. 1463
(High speed liner) 10, 15, 20,30 ros25, Fig. 44 M.No. 1512
(Cable layer) Fig. 41
M.No. 1379
(Super tanker) Fig. 42. 43
M. No. 1463
(Different position
12
n rps
Fig. 42. Bow thrusting in open water (v=O)
M.No. 1379)Super tanker)
Imp. thrust) 0.6 0.5 0.4 0.3
iuiila
10 15 20 25 30 35 n rpsFig. 43. Bow thrusting in open water (v=O) The ratios FIT and F. x/T. L05 are shown in Figs. 43-45 for each ship models. For M. No. 1463 (liner), F/T and F. uIT. L55 appears to be increasing with the revolution n. In general, however, these ratios are considered to be independent of the number of revolution; n. For the rests of the test results, there-fore, the results in open water condition for n=25 rps is used as the standard of comparison.
(2) Bow thrusting near wall and bottom (shallow basin) The lateral forces normal to the wall are measured.
Assumptions are made that the lateral force due to the working side-thruster exerted on the ship
models acts in the normal direction to the ship
center-line, and the normal lateral force is obtained from the measured values of F1 and F2.The tests are conducted for each of the three ship models for differing depth of water, clearance of the wall and the angle of incidence of the ship
center-line to the wall. Impeller revolutions are widely
covered only for the maximum depth of water,
whereas for the rest the tests are conducted for adefinite value of impeller revolutions.
The following combinations of the test conditions
0.5 0.4 0.3 L,., 0.2 1.0 0.5 10 15
M.No. 1512 (Cable (ayer)
M. No. 1463 (Nigh speed liner)
F FF
30
20 25
I rps
Fig. 44. Bow thrusting in open water (v=O)
35 40
FT) np, thrust)
o
o
Fig. 45. Bow thrusting in open water (v=O)
are programmed for M. No. 1379 (Super tanker
model) and for example the obtained values of T, F1, F2 and n for H/d=l.8 and 0=10° are shown in Fig. 46. 10 15 20 M. No.1 37 (Supertanker
/
(:TT
/0.450m 4/ 1.500m rr' 1ii.. No 2 No. 1 r 0.135L 0.170 Lu..
iuuu
._
BOy .2\7
°ónnct9iii4
j
BO'5ojjjj
Depth of water Angle of incidence to the wall Clearance ofthe wall n Results
H/d fi(deg( I (rps) 0.537 B. ±10. B, lOB 20.30 1.8 10 s s Fig. 46 30 1.8-1.1 O 10 i, " 30 'i 25 30 30 35 10 15 20 25 1 rps 2.0 X 1 .0 o X -1.0 X 2.0 1 .0 0.5 0.5 0.2 1.0
0.5
1 .0
o
M. No.1379 (Super tankerl
v=0 z25rps
o r
S
-t No. 1379 Super -tanker)
Nd 1808
û 10'
For open water
o / 0.537B
1=5
/ = 1.55
30 20 10 0 10 20 30
rps
Fig. 46. Bow thrusting near wall and bottom (v0)
For open water
Fig. 47. Bow thrusting near wall and ..ottom.
From Fig. 46 it is apparent that in case the
side-thruster is working in the direction to push the bow towards the wall the impeller thrust T and the force F exerted on the model are almost the same as those
in the open water, being independent of the clearance
of the wall and the angle of incidence to the wall. Consideration, therefore, is made only for the case
where the impeller makes the water flow towards
the wall (T and n are positive) in the discussion of the effects of the wall and bottom. When n is posi-tive, the values F and F2 decrease with the distance
1
for the tested angles of incidence to the wall.
Whereas the value T has almost the same value as
that for the reverse revolution of the impeller, and it can be concluded that the impeller thrust is free
from the effect of the clearance of the wall. It can
be stated in general that T, F1 and F2 are approxi-mately proportional to n2. Therefore, it is possible to discuss the effect of the clearance of the wall with the values T, F1 and F2 for any value of the number of revolutions.
According to the test results, the impeller thrust
T is almost independent of H.
Therefore, it is possible to discuss the effectiveness
of the side-thruster with the impeller thrust as the standard of the forces. In this way, the resultant
0.5
Rd
Fig. 48. Bow thrustong near wall and bottom 1.0 1.1 12 1.3 14 15 1.6 0.5 1.0 0 17 18 1.1 12 13 14 15 16 17 1.8 H. d
Fig. 49. Bow thrusting near wall and bottom lateral force F and the resultant moment about the midship are expressed in ratio to the impeller thrust T as the standard; FIT and F. x/T.L00. and given in Figs. 47---49.
In this expression in general the resultant lateral force P and the moment decrease with the clearance of the wall, although the measured values are some-what in disorder.
Two examples of the test results of M. No. 1463
(High speed liner) and M. No. 1512 (Cable layer) are shown in Figs. 50 & 51 in order to make clear the
effect of the ship forms, and similar conclusions can be drawn as before. In these figures the values f01' open water tests are plotted for reference.
(3) Bow thrusting under small speed of advance (smaller towing tank)
The models are restrained with the lateral force transducers attached to the towing carriage and
propelled by the main propeller along the center-line of the towing tank. The side-thruster is then ope
rat-iII2:::-:::
o ¿-0.5373--:
t - B / 1.513 17 18 11 12 13 14 15 H/d 16 2.0 .0 LO -2.0 3,014 0.5 1.0 0.5 o 0 _._ v=0 n 25rps
M. No. 1512 (Cable layer)
/ 0.53311
u--For open water
o o
-- -s--8 30__.---f__
o.
-
8 0Fig. 50. Bow thrusting near wall and botton,
M.No. 1463 High speed liner)
O- 30 n 25tpo a
For open water
F
- F
o
Fig. 51. Bow thrusting near wall and botto?n
ed and the lateral force exerted on the model is measured. The tested speed of advance and the
impeller revolutions are listed below.
For example in Fig. 52 (M. No. 1379). the measured
values of T. F1 and F2 for differing revolutions nare
given on the basis of the speed of advance v/./gL.
Specific features of these results are that for a
con-stant n, the values of T is almost concon-stant. And
therefore, it is possible to discuss in general theeffect of side-thruster with T as the standard value.
to
Io
.0
001 002 002 004 000 006 0.07 008 009 01G oil 012 013
Fig. 52. Bow thrusting in open water (vO) The values F3 and F2 decrease with increasing ship
speed, but the rate of the decrease vary in accordance
with n and, therefore. it can not be concluded in general that the effect of the side-thruster is
dimi-nished in the speed range larger than a certain cri-tical point.
Under small speed of advance where the
wave-making resistance of the ship model is not large, it
is inferred that the conditions of the dynamical
similarity are reached when the speed of flow ofthe out-flowing current from the side-thruster duct
and the ship speed change in proportional to each other. Thus. the measured values of the three ship
models are expressed in the non-dimensional forms on the speed unit niT/pA in Figs. 53-55. The results show that in the expression of v/.JT/pA and FIT. the resultant effect of side-thruster can be expressed by some definite type of function regardless of the ship form. And the effect of the lateral force in relation
to the impeller thrust is greatly diminished with
increasing ship speed and it may be concluded that the effect of the side-thruster is quite small for the
range of the ship speed v/.9ITJpA greater than a definite value.
In the present expression, the duct cross sectional area A is adopted as the standard of the scale. How-ever. in the present series of tests, the length of the
ship models and the duct diameter are assumed to
be constant, and thus, it cannot be decided from the
present test whether v/.//pA is suitable for the
standard of the critical ship speed or not. However.the previous consideration suggests that it can be regarded to be suitable for the first approximation
of the phenomenon.
3. 3. 2 Initial turning and course changing tests
(1) Course changing tests for the liner form
The series tests on ducts and impellers are per-formed for the condition of 100 % slip of the impeller, and this condition corresponds to that of the
side-thruster working in a ship at rest. In order to
investigate the practical possibilities of the side-thruster, the effectiveness of the unit on the shipunder free running condition should be clarified. As an example high speed liner model is adopted to test the course changing ability by the use of the
side-thruster for the speed range from about i to lOkn. N 33179 i.( -
-0450,, r '- . .
;:
i
T.._
-=4_.__L±
---I...
I: Testedmodel Speed ofadvance ImpellerRev. Results
M.No. 1879 0.7. M. No. 1463 M.No. 1512 ' n i, Fig. 52 o I - 0.53511 I=B I 1.511 or open water 11 12 13 1.4 1/il 15 16 17 1.1 12 13 14 15 16 17 18 !1/d
E-1.0 0.5 1.0 o e/Ì 'PA 1.0
M. No. 137g Super tanker)
Forward speed: n.- 0.1- 1.0 re, sec Impeller rev. : n -30 rps
Open water lOops +
O j
v/'IT/PA
Fig. 53. Bow thrusting in open water (vO)
M No, 1463 ) High seed liner) Forward speed: e. = 0.1- 1 .O50/sec Impeller rev : a = 30 rps
20rps c
l0rps +
v/IT/pA
Fig. 54. Bow thrusting in open water (vO)
M.No. 1512 Cable lager.
Forward speed: r, 0.1- I 0m sec
0.5 Impeller rev. : , = 30 rps .. Open water
20 rps...
n/i T/PA
Fig. 55. Bow thrusting in open water (vO) For five different values of impeller thrust for
each of the five different speed advance of the ship mode', the loci of the ship model are recorded. Each of Figs. 58--61 shows the results of the tests where
the impeller thrust are constant, and the ship
speed are changed in five different values. The ob-tained resuks are roughly summarized as folIow
Open water
M. No. I ¶40 lIlirb speod liner)
Fig. 56. »itlewayor-tllru.st 'measure7nent near
utah anti bottom
M. No. 1212 (Cable laynt
Fig. 57. Model side thruster unit installed in M. No. 1512
The effeCtiveness of the side-thruster is greatly diminished with the increase of the ship speed.
For the range of ship speed between about
1-3kn, the ship model turns with her stern swingingout of the path of her center of gravity by the use of the side-thruster, whereas for larger speed than
this the path of the stern always lies within the con-cave side of the path of center of gravity.
)c) In turning by the use of the side-thruster. the after-end of the model traces the same or almost the
same path as that of the fore-end except for the spAed t-ange between l--3 kn.
In regard to (a). the theoretical study is made in
the Reference (4). and it leads to the results
consis-tent with those obtained from the tests. There is a
statement in Reference )fl. "Preliminary indications
are that the steering effect diminishes gradually with forward motion of the vessel until about 6=-7 kn
at which point a rapid decrease occurs."
Generally, the similar phenomenon to this can be
observed in the present series of tests, although there is minor inconsistency in the quantitative aspects. The effect of the side-thruster is mainly governed by the relative positions of the center of
lateral pressure acting on the ship hull and the
side-thruster unit, as stated in Reference (4). and thus,
the minor inconsistency in the present case may be
due to the difference in the ship forms. For larger
speed, the possibility arises, as is stated in Reference
(4), that the ship model turns in the opposite direction to that of the force applied by the side-thruster, in
accordance with the relative positions of the
longi-tudinal points of the center of lateral pressure on the model hull and that of the side-thruster.
How-o
16 r=O.1 r v=O.5 mzsec 2.0 Lpr 1.5 Lpr 1.0 Ln' 0.5 Lr o Side thruster started 2.0L V 1.0 rn/sec r=0.7 m sec l.5Lr 1 .0 Lep Direction uf 0 at every 2 sec O .5 Lee
M. No. 1463 (High speed liner)
Fig. 59. Side thrusting in open water ever, this phenomenon is not observed for the tested hull form, the range of the ship speed and the posi-tion of the side-thruster for the present case.
The fact (c) shows a specific feature of the side-thruster in contrast to the case of the turning by the
use of the ordinary rudder at the stern of the ship, where the fore and aft end points forms the paths of concentric circles. From this fact, it may be
in-ferred that in turning of the ship by the use of
side-thruster smaller drift angle, and therefore smaller increase of resistance due to oblique run-ning, are observed in comparison with the case of5=0.5 rn/sec
\
\ 1
\'
e1\i
1.5Lpp/\ '\
.\
\ OLpe r 0.3rn/se'c n= 25 rps v=0.l m,sec r l.Omsec Locus of FP& AP Locus of midship V=O,5rnsec r Olrn sec Locus of FP & AP Locus of midship 2. 0 Lep V 1.0 rn/sec 0.7 rn/sec Direction of t at every 2 sec 0.5 L O Side thruster started, v= 1.0 rn/sec V=0.7 rn/sec 2.0 I OLpe Direction of t¿it every 2 sec
O OLpp
311 2H IB 0 lB 2E
M. No. 1463 (High speed liner)
Fig. 61. Side thrusting in open water
the turning of similar intensity by the use of the ordinary rudder, and thus, the speed reduction in
turning may be smaller for the present case.
Fig. 62 shows an example of the record of the
turning under small speed.
(2) Initial turning tests for the tanker model
Observations are made on the
initial turningtransients of the super tanker model by the use of
the rudder only, side-thruster only and the combina-tion of the two devices, for a speed around 5-.6kn.
The state of turning is shown in Fig. 63. The test results are summarized as follows:
2B lB 0 lB 2B 311 2B lB
M. No. 1463 (High speed liner) M. No. 1463 (High speed liner)
Fig. 58. Side thrusting in open water Fig. 60. Side thrusting in open water
/
v=o.ii.om sec n - 1 8 rps O Side thruster started Locus of FP & AP - Locus of midship 3B 211 lB 0 lB 2EM. No. 1463 (High speed liner) Fig. 62. Side thrusting in open water
n=O ,5::. 10' n= 10. 4=10' n=20, 4=10' n - 30,4=10' n 0, 5= n 10,6- 3 n=3O, 4= 0
Speed of approach - 05m sec Revolution of main propeIIer kept constant
M. No. 1379 Super tanker
2.0 Lm
1.5Lni.
1.0
0.5
O (Side thruster & helm start)
3B 211 lB O IB 211
Fig. 63. Turning in upen water
In the turning by the use of the rudder, the
model swings out the stern, whereas in the turningby the use of the side-thruster the fore and aft end points of the model passes the same or almost the
sanie path each other.
Estimation of the capacity of side-thruster is
made on the basis of the observed performance, and
the ratio of the lateral thrust to the submerged
lateral area; (Lateral thrust)1L7,5. d=6=-'7kg/m2, as corrected into ship size, approximately correspondsto the turning force exerted by the 10 degrees of the position of the ordinary rudder under speed of advance about 4=-6 kn.
3. 3. 3 Manoeuvring tests
One of the most important action of the side-thruster will be the manouevrability in the harbour or in narrow channels. Therefore, typical manouevres are performed
in the model basin in order to testify the merit of the device.
Scene of test is shown in Fig. 64.
(1) Tests for going alongside a pier
Three methods are adopted for going alongside
and two methods for clearing the pier to testify the
manoeuvres as the typical operation of ships near
the pier.
Figs. 65 and 66 show examples of the record.
M. No. 1463 (High speed liner) Fig. 6-t. An example of manoeuvre tests
M. No. 1075 (Supes' tanker)
Fig. 65. An example of manoeuvre tests Going alongside a pier (A)
The bow of a ship staying in parallel to the pier
at a distance of 2=-3 R front the pier is first turned towards the pier until the mooring headline can be
taken from the shore and then is made to stop by
the use of the side-thruster. (After this position, the parallel mooring is easily performed by the help of the main propeller and the rudder.)
For example the change of model positions at each
IO seconds are shown in Fig. 67 for M. No. 1379.
Going alongside a pier (B)
The ship is first made to draw near the pier with an angle of incidence of about 25 degrees to the pier
under small speed of 4'-=5kn. And then, the ship
turns towards off-shore by the help of the
side-thruster until she becomes parallel to the pier before she arrives at the pier and stops at the final position. An example of the transients is shown in Fig. 68.
Going alongside a pier (C)
The ship staying in parallel to the pier at a
dis-tance of 2=-3 B from the pier is first made to move obliquely forward towards the pier with the direc-tion of ship center-line kept unchanged by the use
of the main propeller, the rudder and the
side-1718
thruster at the same time. And back with the
re-versing main propeller until the longitudinal travel during the first step is recovered and stop. Similar
M. No. 1912 (Cusblr layer)
Fig. (6. An example of manoeuvre te to
M. No. 1379 Super tanker
Rev,of thruster impeller: n 25rps Rev. of main propeller In O
Rudder angle t O
Fig. 67. Test for going alongside a pier (A)
M No 1379 Super tanker) Rev of thruster impeller :o ' 2 Stpo
Speed of approach :r 05m sec
Rudder angle Ie-. o
Fig. 68. Test for going alongside a pier (B)
M. No. 1379 Super tanker)
Rev, of thruster impeller: ns - 25rps Forward speed v= O-- O.5m.'oec
Rudder angle 0= 35p
Fig. 69. Test for going alongside a pier (C)
operations are repeated until the ship reaches the pier.
Figs. 69, 70 show the examples of the paths of the
manoeuvres.
Clearing a pier (A)
This is the reverse of the manoeuvre stated in (c),
and the ship lying alongside a pier leaves the pier
in oblique direction to the pier with the direction of
the center line of the ship unchanged. In this case also, the manoeuvre is performed for the Z-letter shape only.
Fig. 71 shows an example of the paths of the
ma-noeuvres.
Clearing a pier (B)
The manoeuvre for clearing the pier stated in (d(
is now divided into two steps. That is. the bow of the ship lying alongside a pier is first restrained
with the headline and the spring and then the stern
is made to swing out towards off-shore by the use of the main propeller and the rudder until the ship
center line makes an angle of 20-30 degrees to the
MIo. 1512 (Cable layen
Rev of thruster impeller: e - ± 25rps
Speed ot advance : r O-- O.5m./sec
Rudder angle :5:, 35P
Fig. 70. Test for going alongside a pier (C)
ti. No. 1379 Super tanker) Rev, of thruster impeller: - 25rps
Speed of advance : r= O 05m sec
Rudder angle :it 35
Fig. 71. Test for clearing a pier (A)
M. No. 1379 (Saper tanker)
Rev. vi thruster impel)er etas - ± 25rps Rev, of mu)n propefler tne O
Rudder angle 5=35' P
Spring
\\\\\
Fig. 72. Test for clearing a pier (B)
M. No, 1379 Super tanker
Channel width : I, 21f Speed of advance: r 05m sec Angle of turn :0.- 20 Rev, of repeller :n - . 25rps
r0
Fig. 73. Manoeuvre in narrow channel
M, No. 1379 Super tanker)
Channel width :h 2B Speed of advance v= 0.5 rn/sec
Angle of turn : 0= 30' Rev, of impeller : - ± 25 rps
Rudder angle : ô=20'P
Fig. 74. Manoeuvre in narrow channel
piel. And then, the headline and the spring are
untied and the bow is pushed towards off-shore by the side-thruster until the ship center-line becomes in parallel to the pier.
This conditions is shown iii Fig. 72.
The results of the tests are summarized as follows.
i )
For th ship at rest the turning is quite
easily performed. In the turning of the ship
model from the state of stationary condition
by the only use of the side-thruster the center of turn lies at the point 1/3--1/2 L00 from A. P.
for the three ship models, and therefore, it is
quite easy to perform 360 degrees turn within
the circle of the diameter of l.2-1.5
ship-length.It is possible to go alongside a pier by the use of the side-thruster for the ship drawing
near the pier with an angle of incidence.
The ship staying in parallel to the pier or
the ship under small speed of advance can be brought to the alongside condition by the sui-table use of the rudder, the main propeller and the side-thruster within the longitudinal space
of water of about 2 ship-lengths. Clearing manoeuvre by the reverse manner to this can be easily performed.
By using the headline the ship can be
brought from the alongside condition to thestate of cleared position in parallel to the
pier at a distance of l.5-2.0 B from the pier within, the longitudinal space of water of atleast 1.5 ship-lengths.
(y) The .high speed liner form, which is fine, yields more effective operations and shows more .rapid response to the executes of the
side-thruster than the full super tanker form. (vi) Under calm condition, the capacity of the
side-thruster is quite sufficient for the ratio; (Lateral thrust)/L00. d= 12 kg/m2. as converted
into thé ship'.size, to perform above-mentioned ship operations. For lower capacity than this.
-
i,,. ,4
-:'__
M. No. t37ll Supper tanker> Fig. 75. Manoeuvre in narrow channel
the turning motions are somewhat delayed,
although it may be serviceable to the ordinary ship operations.
(2) Manoeuvres in narrow channels
As an example of narrow channel manoeuvres, tri-als are made to pass a super tanker model through a narrow bent channel of the breadth 2B and 3B and
the angles of channel intersection 150 and 160 degrees, by the use of the side-thruster, and the path of the
model are recorded.
Test results are shown in Figs. 73-=75.
As the results, the following facts are clarified. In the case of the breadth of 3B, the model can be safely manoeuvred to pass through the channel
of the both cases of angle of intersection at the
bent corner 150 and 160 degrees under 5-=6 kn speed of advance, by the use of either of the rudder orthe side-thruster.
In the case of the breadth of 2B. however, it is difficult to pass with the use of either of the rudder or the side-thruster, while it is much easier to pass
with the combined use of the rudder and the
side-thruster for the both cases of the channel intersec-tions under 56 kn speed of advance.
c The capacity of the side-thruster is quite
suffi-cient for the ratio; (Lateral thrustVL00. d= 12-13
kg/rn°. as converted into ship size, to pass the
above-mentioned narrow channels. For lower capacity
than this, the manoeuvring motions are somewhat
delayed, although the manoeuvre will be performed all the same in sufficient safety when the speed of advance is fairly small.
(The position of the side-thruster on the tested model is 0.05 L00 aft of F. P.)
r
3. 3.4 Resistance tests of ducted hulls
To answer the question raised concerning the in-creased hull resistance due to the side-thruster duct, straight tow resistance tests are conducted for three
different ship forms.
The conditions of the duct openings are listed below. Model No. M. No. 1379 M.No. 1463 M.No. 1112 A-1 20 A -.-B-B Section Bow
Bow and stern Bow (Fore ones only) Bow (Aft ones only) Bow (Larger roundness
at the corner) Bow (Conical £airings(
Bow Duct openings
" "
II.'
B- B SectionT'
ETT Figure Fig. 38The results of the resistance tests are shown in Figs.
77-79. According to the test results, the increased re-sistance due to the duct openings is negligible at the
liner forni (M. No. 1463> regardless of the shape of the duct opening, within the possible range of the type.
For the cable layer form )M. No. 1512) increased hull
resistance is quite small, and the increment of the
residual resistance co-efficient is about 4 % for the total range of the speed of advance.For the super tanker form (M. No. 1379), the effect of the duct openings is comparatively large and the test results for the bow openings and that for the stern ones
show that the increment of the resistance is 10% for
lower speed and 5 % for higher speed of advance in the scale of residual resistance co-efficient.
It may be concluded. therefore, that the effect of the
duct openings on the hull resistance is small for fine
ships, whereas for full ships considerable amount of in-creased resistance is observed.
A- A Section
Fig. 76. Tested shape of hull opening
0015
0.0 10
0.10 0.11 0.12 9.13 0.14 0.15 0. 6 0,17 0.18 0.19 0.20 0.21
r /&LWL
Fig. 77. Residual resistance coefficients
MHo. 1463 (High speed liner)
Full toad even keel
60'4Load 1°,Trim A
T
/
Ap" -f'p 80.200cl- -'I No. I Duct .15016 0)70.08 5,19 0.20 0.21 0220.230.24 0,25 0,26 027 0280290,300.31 0,32 0.33Fig. 78. Residual resistance coefficoents
M No.1379(Super tanker
f;
Foes duct.
Marks Toot No. Date of capt.Temp. 4 g dnocr LoeL m
A O T00 943 Feb 27. 0963 11.3
B S T00942 Feb 26. 1963 11.4 1300.05 332.80 6.008
C ® T0 046 Feb 28, 1983 11.3
Marks 5
WI. WI. c Bld p /V 06o s Remarks Duet
A O
0.7843 0.7923 0.9905 2.463 6.3635 Full toad
Naked
B S Fore
C B Fore &
Marks Tmt No. Date of expt.Ts.mp. kg dauer
tc m
A O T08938 Feb 23, 1960 21.3 B S 935 22 11.2 C 6 940 25 11.3 1146.29 357.2 6.167 D 944 27 11.3 E Q 941 26 10.4 F 0 936 22 11.2 698.14 230.3 9.774 G 945 28 11.3
M.No. Duct S)upe R
M.1463 Bow No.1)Sharp 0.01!) M.1463 90w No.l(ROUfld) 0.10!) M.1463 82w Plo. 1(Fairing) 0.10!) M.1463 80w No.2(Sharp) 0.01!) M.1379 Bow Sharp) 0.01)) M.1379 Otero (Sharp) 0.01!) M 2512 Ros (Sharp 0.01))
Marks C,, Bld Sw/Va Remarks Duet
A O 0.6066 0.6200 0.9700 2.400 6.318 Full Naked S No.1 C 6 No.2 D No.1 E Q (covkwl) FO 6.6029 0.6280 0.6285 3.722
6.810 1r°t
No.1 GNl
kit
M.1379 4, No_2 No,) M.14634j/
4_J l.M.0512I'
AP EF 0)5 'f 020- u. 0.00 0019 lo 000 .010 0005-Fig. 76 Fig. 38Fig. 79. Residual resistance coefficients Thus, the resistance seems to increase in accordance with the amount of the projected area of the duct open-ings as they occupy in the body-plan of the ship. 4.
Simplified Evaluations of the Performance
4. 1 Equations of motions
Referring to the moving system of co-ordinates as illustrated in Fig. 80 the horizontal motion of a ship can be described by the following equations of motion under some simplifying assumptions:
MriiMyrr=XX(ß,r,ô)
Myi'+M.ratr=EY(ß,r.Th (3)
I*=XZ (J3,r,ô) J
where the notations are all referred to the list ta the
end of this report.
An extra terni is now introduced in each one of the equations in Eq. (3) in order to make them describe the effect due to the application of the lateral thrust of the side-thruster, and the following equations are obtained in the form of non-dimensional expressions.
_M11'.g'_Y2'.S'+(M'__ Y' r'= - Ys'Ö'+Th
- Z2t. ß'+l' r' +Z,.' r'= Z4'.ö' + T5'. l,' (4)
where the prime denotes non-dimensional quantities.
and they are defined as follows:
L95d
= Y2
L. dW
=z4, dU2 Yr'=Y1J Lpp2dU Zr'=Z1./- L55dU
ß'= 9
t=Lppr/U=Lpp4/U
i"=L5i'JU
Ö"zzÒ, I5'reax!=5o'
T5t= Ts/ L5dU2, ¡Ty'mat = za'
= l5/L5, t' = Ut/L05
The first equation of Eq. (3) is neglected because it is less important for the present purpose.
In order to find the solution of Eq. (4) for the
sim-plest case, it is assumed that some definite amount of the lateral thrust is applied suddenly at the time t'=O,
and kept constant ever afterwards. The solution takes the following form:
i t. t, 1+ 1 1 \{Ae T1' - B'e T2' T2' - T1') (5) where F (r',', ö,')= (Y4'15'Z4')+ô,' (Y2'Z4'+Z4''Y4'fl 1l1'9' [_
,f 1
i - F'(r01. ô01) L'° - 1W' + ôo"Zo' (i,,-
T3')](2')
M0' r7f 1
1 - F'(r0', ô0') [:0 T2, - .1W' - i 1 1 \ i i ¡,T2' - T3')J X)-j--T9'= 2iVIy'j::' [(My'Zr'+i:z' Y2')
T2'
J(My,Z,t+IJYß')24M9l.I1.A
JY2Z5
A=Y2'Zr'Z2 ([Wx'Yr')1 Y,0'.Z2'+Y2'.Z8'
T3' ]14'u' Zt'
An approximate solution can be obtained by the use of the method after Prof. Nomoto. as it is proposed for the general problems of the horizontal ship motions, and
it is. for the same initial condition:
r'(t')= ('. 50')11_ {F(ro',
o) e'''
+ F (o, O')
e'4i}]
(6)where
T' T' T'
-
M91.15' 1 2 'T"(T'+T'
-
i M11'.Z4' 1 2 i Y4'Z4'+ Y4'Z4'However, the above expressions are not valid when the advance speed of the ship is zero ox' fairly close to it, and the following equations, for instance, should be used in stead of Eq. (4).
Y2 S - M5. ¿g,. r + Yr r + T5 = 0
(7)
Z2 S - I-- )'Zr .3' + T, ¿5=0
where l, is the distance between the center of gravity
and the pivoting point of the ship in turning motion at
r'(t')=-F(:', ô0')
o
Yo
Fig. 80. Axes of coordinates
Mrko Teot No. Date of expt. Temp.
C 4 6 dprrmm LW.,. m A O TRS 937 Feb 23, 1563 11.3
1297.0 343.71 6.238
B S 939 25 11.3
Marku C,, B/d 50/V,"5 Remarko Duct
A O 0.6138 0.6318 0.9715 2.665 6.465 U b'' Without duct B S With duct la-1, 00! 5
M. No, 1512 Cable layer)
5 0.010 z
¿ L'
0005