Propeller Design Example
Propeller Design Example
Propeller Design Example
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prop_design_example.xls<br />
PROPELLER DESIGN USING WAGENINGEN B SERIES<br />
<strong>Design</strong> a propeller for a bulk-carrier with the following details<br />
L BP (m) = 135.34 m<br />
B(m) = 19.3 m<br />
T(m) = 9.16 m<br />
C B = 0.704<br />
V S(service) (knot) = 15 knots<br />
δV = 1<br />
Trial speed range= 2<br />
Sea margin = 1.2<br />
AE/A0 ?<br />
Z 4<br />
SOLUTION STAGE 1<br />
V S R T P E(trial) P E(service)<br />
(knots) kN kW kW<br />
13.7 281.9528 1987 2384.4<br />
14.75 337.9287 2564 3076.8<br />
15.8 413.0411 3357 4028.4<br />
16.86 523.4767 4540 5448<br />
17.91 648.4383 5974 7168.8<br />
8000<br />
y = 135.16x 2 - 3327.5x + 22214<br />
7000<br />
6000<br />
5000<br />
4000<br />
3000<br />
Trial Power<br />
Service Power<br />
Poly. (Trial Power)<br />
2000<br />
1000<br />
0<br />
12 13 14 15 16 17 18 19 20<br />
Maximum permissible propeller diameter =<br />
0.6 T<br />
Maximum continous power at= 0.85<br />
relative-rotative efficiency η R = 1<br />
shaft transmission efficiency η S = 0.98<br />
<strong>Propeller</strong> diameter behind hull D max =D B = 5.496 5.5 m<br />
Page 1
prop_design_example.xls<br />
w = 0.304<br />
t = 0.214<br />
open water diameter D 0 =D B /0.95<br />
5.79 m<br />
A<br />
A<br />
(1.3<br />
( P<br />
+<br />
−<br />
0.3Z<br />
) T<br />
P D<br />
E<br />
=<br />
2<br />
0 0 V<br />
)<br />
+ K<br />
Keller's formula<br />
R T = 434.3604 kN at Vs=16 knots<br />
T=R T/ (1-t)=<br />
552.6214 kN<br />
h=D/2+0.2 (height of shaft centre-line above base)<br />
Atmospheric pressure, P atm = 101300 N/m 2 101300 N/m 2<br />
Vapour pressure of water at 15 °C, P V = 1646 N/m 2 1646 N/m 2<br />
H= T-h 6.212 m<br />
P 0 =P atm +ρgH 163763.2 N/m 2<br />
K= 0.2 for single screw<br />
A E /A 0 0.482127<br />
Wageningen B-4.55 propeller chosen<br />
V S(trial) =<br />
16 knots<br />
P E(trial) = 3574.96 3575 kW<br />
Assume η D = 0.7<br />
P D =P E /η D 5107.143 5107 kW<br />
V A = V S(trial) (1-w)<br />
11.136 knots<br />
B p =1.158(NxP 1/2 D /V 2.5 A )<br />
δ=3.2808(NxD 0 /V A )<br />
To find out rpm, select a range of propeller rpm, e.g. N=80~120 rpm, and calculate B p -δ<br />
and read-off propeller efficiency, ηo at corresponding Bp-δ from the diagram:<br />
assumed<br />
N(rpm) Bp δ ηο<br />
80 15.99796 136.3527 0.62<br />
90 17.9977 153.3968 0.624<br />
100 19.99744 170.4408 0.626<br />
110 21.99719 187.4849 0.622<br />
120 23.99693 204.529 0.605<br />
0.63<br />
0.625<br />
0.62<br />
0.615<br />
0.61<br />
0.605<br />
y = -1E-08x 4 + 4E-06x 3 - 0.0005x 2 + 0.0282x + 0.006<br />
0.6<br />
80 85 90 95 100 105 110 115 120 125<br />
Page 2
prop_design_example.xls<br />
Optimum N<br />
100 RPM<br />
maximum η 0 0.626<br />
η D =η h η R η 0 =(1-t/1-w)η R η 0 0.707<br />
∈=η Dcalculated - η Dpreviuos<br />
Let's assume that η D is converged<br />
Brake power P B =(P E /η D η S )<br />
0.007 if it is > 0.005 go back to "assume η D " and select new value<br />
until it is 0.005<br />
5160 kW<br />
Installed maximum continous power =P B /0.85 6070.696844 6071 kW<br />
Delivered power P D =P B η S<br />
5056.89 kW<br />
Therefore B p = 19.89882<br />
δ = 161.9188<br />
From B p -δ diagram at [19.89,161.92] read-off P b /D B 1<br />
Mean face pitch=<br />
5.50 m<br />
Stage 2 Engine selection<br />
calculated optimum rpm 100<br />
Brake power(85% MCR) 5160 kW<br />
Installed power(100% MCR) 6071 kW<br />
Engine MAN B&W 4S60MC<br />
N rpm Engine Power<br />
L1 105 8160<br />
L2 105 5200<br />
L4 79 3920 100 5160<br />
L3 79 6160 70 5160<br />
79 6160 100 6071<br />
105 8160 70 6071<br />
NoptimumPower<br />
100 5160 85% MCR<br />
100 6071 100%MCR<br />
Power (kWs)<br />
9000<br />
8000<br />
7000<br />
6000<br />
5000<br />
4000<br />
3000<br />
2000<br />
1000<br />
0<br />
70 75 80 85 90 95 100 105 110<br />
N (RPM)<br />
Page 3
prop_design_example.xls<br />
STAGE 3 Prediction of performance in service<br />
Prediction of the ship speed and propeller rate of rotation in service with the engine 85% of MCR<br />
w in service= 1.1 w in trial 0.3344<br />
η D (assumed) 0.7<br />
P D =P B η S<br />
5056.89 kW<br />
P E =P D η D<br />
3539.823 kW<br />
From P E (service) vs V S curve at 3539.82 kW obtain V s(service)<br />
V S(service) =<br />
15.3 knots<br />
8000<br />
y = 162.19x 2 - 3993x + 26656<br />
7000<br />
V PE<br />
15.31 3539.873<br />
6000<br />
15.25 3482.062<br />
5000<br />
4000<br />
Trial Power<br />
Service Power<br />
3000<br />
Poly. (Service Power)<br />
2000<br />
1000<br />
0<br />
12 13 14 15 16 17 18 19 20<br />
V A =V S (1-w)<br />
10.18368 knots<br />
B p =<br />
0.248822 xN<br />
δ B =<br />
1.770605 xN<br />
For a range of N's<br />
N B p δ B<br />
80 19.90575 141.6484<br />
90 22.39396 159.3545<br />
100 24.88218 177.0605<br />
110 27.3704 194.7666<br />
120 29.85862 212.4726<br />
read-off η 0 @ intersection of Bp-δ curve with P b /D B<br />
η 0 0.583<br />
η D 0.688<br />
η Dassumed -η Dcalculated<br />
0.012 if this difference is less than 0.005 there is no need for iteration<br />
Let's assume that η D is converged<br />
P E(service) =P D η Dlast<br />
3481.459 kW<br />
Page 4
prop_design_example.xls<br />
V S(service) =<br />
15.25 knots<br />
From B p -δ diagram at above intersection point read-off Bp-δ<br />
B p 24<br />
δ 174<br />
V A<br />
10.1504 knots<br />
N=(δV A /(3.2808D))<br />
N (service)<br />
97.95 rpm<br />
Therefore @ 85% MCR vessel's service speeed, V S =15.25 knots N=97.95 rpm<br />
Page 5
prop_design_example.xls<br />
STAGE 4. Determination of the blade surface area & B.A.R. (Cavitation control)<br />
h=D/2+0.2 (height of shaft centre-line above base)<br />
Atmospheric pressure, P atm = 101300 N/m 2 101300 N/m 2<br />
Vapour pressure of water at 15 °C, P V = 1646 N/m 2 1646 N/m 2<br />
For Trial condition<br />
T =<br />
9.16 m<br />
P D =<br />
5056.89 kW<br />
N =<br />
100 rpm<br />
V A =<br />
11.136 knots<br />
P/D = 1<br />
η 0 0.626<br />
H= T-h 6.212 m<br />
Dynamic pressure q T 224777.6 N/m 2 q T =0.5V 2 R =0.5[V 2 A +(0.7πnD) 2 ]<br />
P 0 -Pv 162117.2 N/m 2<br />
Cavitation number σ R =(P0-Pv)/q T 0.721234<br />
Referring to Burrill's diagram for upper limit @ σ R , the load coefficient, τ c is read-off from fig. 4 as:<br />
τ c 0.225<br />
By definition<br />
T/A p =τ c q T = 50574.96<br />
T=P D η 0 η R /V A 552621.4 N η B =P T /P D =TV A /P D =η 0 η R<br />
A p =T/(τ c q T ) 10.92678 m 2<br />
Developed area from Taylor's relationship<br />
A D =A p /(1.067-0.229xP/D) 13.03911 m 2<br />
Blade Area Ratio<br />
A D ≈ A E<br />
BAR= A E /(πD 2 /4) 0.55<br />
Selected BAR=0.55<br />
Calculated BAR=0.55<br />
Calculated BAR=0.55
prop_design_example.xls<br />
Page 7