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<strong>NEWSWAVE</strong><br />

T HE H AMBURG S HIP M ODEL B ASIN N EWSLETTER 2006/2<br />

Dear Reader,<br />

I would like to welcome<br />

you to the latest<br />

edition of <strong>NEWSWAVE</strong>.<br />

Today the integrated procedure which<br />

combines numerical predictions with model<br />

experiments represents a vast improvement<br />

in design efficiency compared with the old<br />

days. Present service procedures of model<br />

basins include a combination of an initial<br />

set of calculations which are complemented<br />

by a focussed set of experiments.<br />

Nevertheless, often very quick answers are<br />

required. Therefore <strong>HSVA</strong> has introduced<br />

“Quick Check”, an assessment service for<br />

new designs based on comparison with<br />

<strong>HSVA</strong> data bases. This allows for rapid<br />

checks of principal design parameters to be<br />

made at a very early project stage, and can<br />

give guidance to the customer for further<br />

optimisation. “Quick Check” is another step<br />

forward in our effort to continuously<br />

improve services in response to our industry’s<br />

needs.<br />

During the last two months we have<br />

invested in our large towing tank, mainly in<br />

the towing carriage which has been totally<br />

overhauled, upgraded and modernised.<br />

The SMM in Hamburg is approaching in<br />

September, and I hope we will have a<br />

chance to meet you during this unique<br />

event for our industry. The team of <strong>HSVA</strong><br />

welcomes you to visit us at our stand<br />

no. 220 in hall 12 where we are prepared<br />

to answer any question you may have.<br />

Juergen Friesch<br />

Managing Director<br />

“QUICK CHECK”<br />

MAIN DIMENSIONS AND OPTIMISATION<br />

by Uwe Hollenbach<br />

This new service, introduced as “Quick Check”<br />

of individual main dimensions of a customers project vessel,<br />

is based on a comparison of main parameters of a<br />

project vessel with the <strong>HSVA</strong> database in order to estimate<br />

the necessity to perform certain calculations or<br />

model tests for this specific project.<br />

The most effective measure to minimise the vessels resistance is to<br />

choose suitable main dimensions in the first place, after which the<br />

optimisation of the form should be considered. The “QUICK CHECK”<br />

of main dimensions based on <strong>HSVA</strong>’s database gives an indication whether<br />

a certain project is within typical limits, or if main dimensions are outside<br />

of the typical range and that some extra effort might be necessary for<br />

optimisation of the design.<br />

Figure 1 for example illustrates that the selected mid ship section coefficient<br />

of a project (red circle) is much lower than the average and that<br />

special attention has to be paid to possible effects resulting therefrom.<br />

Fig. 1 Quick Check of main dimensions Cm= f(Cb)


For the optimisation process two<br />

different strategies can be observed<br />

today. On the one hand most of the<br />

shipyards follow the strategy of increasing<br />

the block coefficient without<br />

increasing the resistance. On the other<br />

hand ship owners and a few shipyards<br />

investigate variants with lower block<br />

coefficient and therefore lower resistance,<br />

especially for vessels in a seaway.<br />

Having in mind the actual fuel prices<br />

which have almost doubled during the<br />

last years, this strategy may be more<br />

successful to cover future demands of<br />

ship owners and operators.<br />

The “QUICK CHECK” of the<br />

speed/power characteristics based on<br />

<strong>HSVA</strong>’s database can serve as input for<br />

a cash flow analysis comparing different<br />

design variants featuring different main<br />

parameters. The results of this analysis<br />

can be the basis on which decision makers<br />

can consider which variant shall be<br />

chosen for optimisation of the overall<br />

economy of a certain design.<br />

SERVICE SPEED<br />

AND SEA MARGIN<br />

This “QUICK CHECK” includes advise<br />

regarding a maximum economical<br />

speed for the customers vessel which<br />

should not be exceeded in service in<br />

order to avoid an excessive fuel consumption.<br />

This will help designers at<br />

shipyards and in design offices as well<br />

as decision makers at shipping companies<br />

when selecting main dimensions in<br />

an early stage of project development.<br />

Figure 2 illustrates that the economic<br />

speed of a project vessel (red line)<br />

can be expected to be in the range of<br />

FN between 0.225 and 0.255. The<br />

upper value can be achieved with well<br />

optimised lines.<br />

For service speed a sea margin of<br />

15% is often applied to the power,<br />

independent of the type and size of the<br />

vessel and any environmental and operational<br />

requirements. Having in mind<br />

the increasing fuel prices this simple<br />

procedure can no longer be recommended.<br />

Instead, the speed/power<br />

prognosis of a project vessel should<br />

2 <strong>NEWSWAVE</strong> 2006/2<br />

Fig. 2 Quick Check of the economic speed<br />

take into account the actual environmental<br />

conditions expected during<br />

normal operation.<br />

The “QUICK CHECK” of additional<br />

power demand which can be expected<br />

for actual environmental conditions<br />

(wind, sea state, restricted water) will<br />

give an indication if a charter contract<br />

based on 15% sea margin as service<br />

allowance will fall short, either in<br />

respect to the guaranteed speed or in<br />

respect to the guaranteed fuel consumption.<br />

PROPELLER DESIGN<br />

AND PRESSURE PULSES<br />

The “QUICK CHECK” of the propeller<br />

parameters, the tip speed, the power<br />

density and the pressure pulses to be<br />

expected for the actual design give an<br />

indication if the selected propeller in<br />

combination with the selected main<br />

parameters of the hull may face problems<br />

with respect to efficiency and cavitation<br />

induced pressure pulses.<br />

In this case the designer should consider<br />

not only using potential flow<br />

codes for optimising the hull, but also<br />

using more advanced numerical CFD<br />

tools for calculating the wake field and<br />

the expected pressure pulses for the<br />

actual design well in advance of model<br />

tests. Furthermore this check is helpful<br />

to decide upon the necessity of cavitation<br />

tests with the design propeller.<br />

INTERACTION OF SHIP<br />

AND PROPELLER<br />

Few shipyards spend time and money<br />

to improve the interaction between the<br />

ship, the propeller and the rudder.<br />

When the results of resistance and self<br />

propulsion tests are satisfactory (i.e. the<br />

target speed has been reached), the<br />

customer is often not willing to improve<br />

a wake field of average quality by further<br />

modifications to the aft body of the<br />

vessel. It is sometimes overseen that a<br />

wake field of good quality not only<br />

helps to reduce the pressure pulses of<br />

the propeller, thus minimising the danger<br />

of propeller induced vibrations in<br />

the structure, it is also the basis for<br />

reducing frictional losses of the propeller<br />

by allowing selection of the lowest<br />

area ratio Ae/Ao possible.<br />

The “QUICK CHECK” of the quality<br />

of the wake field based on <strong>HSVA</strong>’s database<br />

will give an indication whether<br />

further improvements of the wake field<br />

can be expected.


MANOEUVRING<br />

CHARACTERISTICS<br />

Generally, the higher the block coefficient,<br />

the lower the length-breath ratio<br />

and the higher the speed in relation to<br />

the block coefficient, the higher is the<br />

risk to fail some of the IMO criteria for<br />

manoeuvrability. The “QUICK CHECK”<br />

comparison of the project vessels main<br />

parameters with the <strong>HSVA</strong> database will<br />

give an indication what manoeuvring<br />

characteristics may be expected, and if<br />

measures have to be taken to meet the<br />

IMO manoeuvring recommendations<br />

and to improve the yaw stability of the<br />

project vessel.<br />

The following Figure 3 shows the<br />

estimated and exact figures for the<br />

1st overshoot angle during 10°/10°<br />

zig-zag manoeuvre in our database and<br />

the expected figures (red line) for a project<br />

vessel.<br />

Model tests with different hull form<br />

variants of a full block vessel have<br />

shown that a variant with a lower resistance<br />

is more exposed to the risk being<br />

unstable in yaw for a larger range of<br />

rudder angles and that for this variant<br />

the IMO criteria for the overshoot<br />

angles at 10°/10° and 20°/20° zigzag<br />

manoeuvres will be exceeded. For hull<br />

forms which have demonstrated a supe-<br />

rior speed / power characteristic during<br />

calm water tests we therefore recommend<br />

to consider either additional<br />

numerical investigations and/or<br />

manoeuvring tests to check compliance<br />

with IMO criteria.<br />

SEA-KEEPING<br />

CHARACTERISTICS<br />

Fig. 3 Quick Check of the manoeuvring characteristics<br />

Ships main dimensions and the hull<br />

form are largely determined by other<br />

design factors than ships motions in<br />

waves. After the main dimensions and<br />

hull form are fixed, there is not much to<br />

be done to reduce ship motions or the<br />

related derived responses.<br />

The “QUICK CHECK” of the most<br />

important motion components heave,<br />

pitch and roll can give an indication in<br />

an early stage of the design, when the<br />

main dimensions are selected. The<br />

uncoupled, undamped natural periods<br />

can be estimated on the basis of a few<br />

main dimensions like length, breadth,<br />

water plane area coefficient and metacentric<br />

height and are compared with<br />

the wave encounter periods to be<br />

expected for a ship in the operational<br />

sea area. As a standard, wave<br />

encounter periods of the Baltic Sea, the<br />

North Sea, the Bay of Biscay, the<br />

Mediterranean Sea and the North<br />

Atlantic are checked, but this can be<br />

extended to suit the customer needs.<br />

In cases, where the natural and the<br />

wave encounter periods are nearly the<br />

same, violent resonant ship motions<br />

may occur. For these cases it is good<br />

practice to perform sea-keeping calculations<br />

in an early stage of the design<br />

or, in a later stage, to perform sea-keeping<br />

model tests. In addition to the ship<br />

motions and loads, various associated<br />

dynamic effects or derived responses<br />

can be used in comparison of different<br />

designs.<br />

OPERATION IN ICE<br />

Due to the increasing amount of crude<br />

oil exported from Russia a quickly growing<br />

fleet of tankers is employed in seasonally<br />

ice-infested waters like the<br />

Baltic Sea, the Southern Barents Sea<br />

(Petchora), and the waters around<br />

Sakhalin (Far East). For a number of<br />

tanker projects the transit performance<br />

in brash ice channels has been proven<br />

by model tests. The power derived from<br />

the model test was in no case higher<br />

than the power calculated by the FSIR<br />

formulas. In some cases the tanker<br />

models were transiting through the<br />

brash ice channel with only 70% of the<br />

power calculated by the FSIR formulas.<br />

A “QUICK CHECK” of the required<br />

engine output based on previous model<br />

tests performed at <strong>HSVA</strong> will give advice<br />

if there is a possibility for upgrading the<br />

ice class of a project, without increasing<br />

the installed engine power.<br />

CONCLUSION<br />

The “QUICK CHECK” of a customer’s<br />

project vessel gives designers at shipyards<br />

and decision makers in shipping<br />

companies advice if there is potential<br />

for optimisation in an early design stage<br />

when main dimensions are selected and<br />

the feasibility of a project is investigated.<br />

And what is also important - the<br />

“QUICK CHECK” will take no more time<br />

than is necessary to read this article.<br />

2006/2<br />

<strong>NEWSWAVE</strong><br />

3


CALCULATION OF<br />

HYDRODYNAMIC BODY<br />

FORCE COEFFICIENTS FOR<br />

TThe motion of a ship can be predicted if the hydrodynamic forces on the<br />

hull, rudder and propeller are known. The forces are a function of ship<br />

velocity and acceleration (higher order time-derivatives can usually be<br />

neglected). With a polynomial approach like:<br />

the time dependent forces can be calculated. The unknown coefficients are determined<br />

either by model-testing or calculations. A sufficiently accurate set of these<br />

coefficients is vital for a reliable prediction of the manoeuvring capabilities and<br />

thus for the design of the manoeuvring devices like rudder and thrusters in an early<br />

state of the design process.<br />

Since 1 st January 2005 the European Integrated Project (IP) VIRTUE,<br />

“The Virtual Tank Utility in Europe” works on advanced numerical simulation tools.<br />

“The Numerical Manoeuvring Tank”, being one of the 4 different CFD development<br />

fields in the project, focuses on numerical manoeuvring predictions. Within this<br />

work package a major task is a substantial improvement in accuracy, efficiency and<br />

consistency of computations for simple modes of motion like steady drift and rotation.<br />

Fig. 1 Forces and Moments on<br />

the “Hamburg Test Case”<br />

at 1.05 m/s model speed<br />

4 <strong>NEWSWAVE</strong> 2006/2<br />

News from the VIRTUE labs<br />

MANOEUVRING PREDICTIONS<br />

by Marco Schneider<br />

X=Xu u+X 2 u u u2 u+Xu u+Xu 2u 2 +Xυ 2υ 2 +Xr 2r 2 • •<br />

• •<br />

+...<br />

Fig. 2 Forces and Moments on<br />

the “Hamburg Test Case”<br />

at 1.89 m/s model speed<br />

Wake field of the<br />

“Hamburg Test Case”<br />

at 30° drift angle<br />

Comprehensive investigations on<br />

numerical discretisation, turbulence<br />

modelling, free surface flow and scale<br />

effects are performed that yield recommendations<br />

for practical applications.<br />

Based on these developments <strong>HSVA</strong><br />

sets out to deliver CFD based manoeuvring<br />

coefficients.<br />

Figure1 shows the comparison of<br />

the calculated non-dimensional forces<br />

and moments at different drift angles<br />

and velocities of the “Hamburg Test<br />

Case” with experiments. The calculations<br />

were performed with the<br />

Reynolds-Averaged Navier-Stokes<br />

Equations (RANSE) solver Comet. In a<br />

first approach the deformation of the<br />

free surface at speed was neglected.<br />

A double body model that uses a<br />

symmetry plane located at the undisturbed<br />

free surface has been employed.<br />

At lower ship speeds the double body<br />

model gives good agreements between<br />

experiment and simulation for the X<br />

and Y forces and the N moment. At<br />

higher speed the hydrostatic pressure<br />

generated by the bow wave (shown in<br />

Figure3) has a significant influence on<br />

the forces and thus cannot be neglected<br />

any more. Here the volume of fluid<br />

(VOF) free-surface model implemented<br />

in Comet was used to predict the forces<br />

and moments more accurately (shown<br />

in Figure2) at the cost of a significant<br />

increase of the computation time.


Further investigations on turbulence<br />

modelling and scale effects and the<br />

investigation of unsteady ship motions<br />

are scheduled. The promising results<br />

achieved so far will soon allow to integrate<br />

numerical manoeuvring computations<br />

into the portfolio of <strong>HSVA</strong>’s CFD<br />

services.<br />

MINIMISE OPERATING COSTS BY TRIM VARIATION TESTS<br />

RoRo-Vessel Heavy-Lift-Vessel<br />

Full Scantling Draught 18 kn 21 kn 23 kn 15 kn 17 kn 18 kn<br />

Trimming by head 97% 98% 95% 106% 105% 105%<br />

Trimming to the stern 105% 102% 99% 105% 97% 95%<br />

Design Draught 18 kn 21 kn 23 kn 15 kn 17 kn 18 kn<br />

Trimming by head 89% 95% 98% 105% 104% 104%<br />

Trimming to the stern 110% 106% 104% 105% 94% 90%<br />

Ballast Draught 18 kn 22 kn 24 kn 15 kn 17 kn 18 kn<br />

Trimming by head 100% 96% 103% 99% 103% 106%<br />

Trimming to the stern 111% 104% 103% 108% 99% 91%<br />

Table 1 – Results of Trim Variation Tests for two Newbuildings<br />

Fig. 3<br />

Bow wave in the<br />

experiment<br />

by Uwe Hollenbach<br />

In the past three years costs for fuel oil have almost doubled.<br />

To face this problem more and more ship owners order numerical calculations, or take the<br />

opportunity to use an existing ship model of their newbuildings for additional model tests.<br />

The aim of these tests and calculations is to provide decision support to<br />

their nautical officers on board their ships to minimise operating costs.<br />

In addition to manoeuvring tests to<br />

check the fulfilment of IMO<br />

manoeuvring criteria, sea-keeping<br />

tests to determine the speed loss for<br />

contracted environmental conditions,<br />

tests and numerical investigations to<br />

determine the squat effect and to find<br />

out the economical speed in shallow<br />

water, some ship owners order trim variation<br />

tests for their actual newbuildings<br />

in order to quantify the effect of trim<br />

on the power demand and the fuel oil<br />

consumption.<br />

Most recently such tests have been<br />

ordered for newbuildings of a RoRoand<br />

a Heavy-Lift-Vessel. When compared<br />

to the even keel condition,<br />

remarkable differences in power<br />

demand have been found for calm<br />

water conditions on various draughts<br />

and different ship speeds. Some results<br />

are given below, with the even keel condition<br />

as reference (100%).<br />

While for the RoRo-Vessel the<br />

largest power saving (-11%) has been<br />

found when the vessel is trimmed by<br />

the head, the largest power saving<br />

(-9%) of the Heavy-Lift-Vessel has been<br />

found when trimming by the stern. The<br />

largest differences in power demand<br />

between the best and the most<br />

unfavourable trim condition are more<br />

than 20% for the RoRo-Vessel and<br />

about 15% for the Heavy-Lift-Vessel.<br />

It should be mentioned that the<br />

differences in the power demand may<br />

be lower for other size and type of<br />

ships.<br />

2006/2 <strong>NEWSWAVE</strong><br />

5


6 <strong>NEWSWAVE</strong> 2006/2<br />

RESEARCH PROJECT “SINSEE”<br />

SUCCESSFULLY FINISHED<br />

by Walter L. Kuehnlein<br />

Final results of the German research project “SinSee” were presented<br />

at a colloquium held at <strong>HSVA</strong> on June 22nd. Within the framework of<br />

“SinSee”, <strong>HSVA</strong> cooperated with four partners<br />

(FSG, TUB, TUHH, and OceanWaves) on the<br />

evaluation of safety issues of vessels in severe seas.<br />

Topics like numerical analysis and<br />

simulation, validation by means of<br />

model test investigations, full scale<br />

measurements and evaluation of capsizing<br />

risks were covered within this project.<br />

Available means for investigating the<br />

sea-keeping performance of vessels are<br />

model tests and/or numerical simulations.<br />

Both model tests and numerical motion<br />

simulations are often used post-accidental<br />

in order to investigate the causes. Standard<br />

seakeeping tests (tank or numerical) are<br />

available for investigating several phenomena<br />

such as slamming, green water, capsizing,<br />

etc. but are only occasionally used –<br />

mainly for rather unusual designs, or in<br />

cases where sea keeping characteristics are<br />

more vital than for standard vessels.<br />

Within the research project “SinSee”,<br />

<strong>HSVA</strong> developed the following concept of<br />

computer controlled capsizing tests in<br />

order to ensure that the processes of large<br />

rolling and capsizing take into account the<br />

following wave characteristics:<br />

➢ Extreme wave height and wave steepness,<br />

➢ Wave grouping, and<br />

➢ Propagation velocity and direction.<br />

Unfavourable phase relationships between<br />

wave components as well as wave / structure<br />

interactions may lead to dangerous situations<br />

such as:<br />

➢ Loss of stability at the wave crest,<br />

➢ Resonant excitation, especially<br />

parametric rolling, and<br />

➢ Broaching due to a loss of course<br />

stability.<br />

The analysis of this complex, non-linear<br />

behaviour puts high demands on the<br />

capsizing test set-up and procedure:<br />

➢ Exact correlation of cause (wave<br />

excitation) and reaction (ship motion),<br />

➢ Reproducibility, high accuracy of<br />

measurement and control units,<br />

and<br />

➢ Deterministic performance of test<br />

events.<br />

These demands require a highly sophisticated<br />

testing procedure. Figure 1<br />

shows a schematic test configuration for<br />

computer controlled seakeeping tests.<br />

Three main system components have to<br />

be coordinated:<br />

➢ Wave maker,<br />

➢ Towing carriage (including the transverse<br />

carriage), and<br />

➢ Ship model.<br />

In head seas, the ship is positioned at<br />

the end of the tank opposite to the<br />

wave maker. In seas from astern, the<br />

ship model has to wait close to the wave<br />

maker until a defined sequence of the<br />

wave train has passed.<br />

The ship model is controlled by the<br />

master computer which via telemetry<br />

commands a z-manoeuvre at constant<br />

course angle and model velocity. These<br />

test parameters as well as the model<br />

sea parameters are chosen according to<br />

the metacentric height GM of the<br />

model, the expected rolling mode and<br />

occurrence of resonance. Both the towing<br />

carriage and the transverse horizontal<br />

carriage are computer controlled.


During the entire test run, the ship<br />

model stays within the view field of the<br />

optical system’s line cameras, and ship<br />

motions in six degrees of freedom are<br />

registered precisely. Additionally, the<br />

wave train is measured at several fixed<br />

positions along the wave tank.<br />

Thus the tests are performed and<br />

monitored in a manner which allows a<br />

reproducible correlation of wave excitation<br />

and ship motion. Figure 2 illustrates<br />

some sequences of a capsizing<br />

test in <strong>HSVA</strong>’s model basin.<br />

WAVE GENERATION<br />

Fig. 1 Schematic Test Configuration for Computer<br />

Controlled Seakeeping Tests<br />

The experimental investigation of<br />

extreme behaviour such as excessive<br />

rolling and capsizing also requires an<br />

appropriate approach for generating<br />

the harsh wave environment:<br />

➢ Definition of the target wave train,<br />

➢ Transformation of the target wave<br />

train to the position of the wave<br />

maker,<br />

➢ Calculation of the wave maker<br />

control signals, and<br />

➢ Performance of the model test.<br />

DETERMINISTIC WAVE TRAINS<br />

Applying the non-linear approach all<br />

kinds of waves can be tailored for each<br />

individual test scenario and generated<br />

in the model tank:<br />

➢ Wave packets,<br />

➢ Extreme waves such as<br />

”Three Sisters”,<br />

➢ Storm seas,<br />

➢ Random seas with embedded high<br />

wave sequences,<br />

➢ Regular waves with embedded high<br />

wave groups, and<br />

➢ Realization of natural wave<br />

scenarios.<br />

CALCULATION OF WAVE TRAINS<br />

IN THE MOVING REFERENCE<br />

FRAME OF CRUISING SHIPS<br />

For the deterministic analysis of motions<br />

and forces of ships, the wave excitation<br />

denotes the beginning of a complex causereaction<br />

chain. This requires knowledge of<br />

the wave evolution in time and space in<br />

order to correlate wave excitation with the<br />

structural response. Especially when the<br />

ship is sailing at non-constant speed it is<br />

not a state of the art task to determine the<br />

wave excitation with respect to a moving<br />

reference point as wave probes can be<br />

installed at defined positions, but usually<br />

not at the position of the model (due to<br />

relative motions and disturbances).<br />

As all model tests are fully reproducible,<br />

even a statistical analysis of extreme<br />

behaviour like capsizing events is conceivable.<br />

ACKNOWLEDGEMENTS<br />

<strong>HSVA</strong> is indebted to the German Ministry of<br />

Education, Research, and Technology,<br />

BMBF, for funding the project “SinSee” and<br />

the new successor project “LaSSe”, which<br />

allows the five partners to continue their<br />

very successful work on improving the<br />

safety of modern vessels.<br />

Fig. 2<br />

Sequences of a<br />

Capsizing Model Test<br />

(model length approx. 6 m)<br />

2006/2<br />

<strong>NEWSWAVE</strong><br />

7


Fig. 1 Brash ice test<br />

These power requirements can<br />

be calculated with the formulae<br />

given in the regulations or as an<br />

alternative they can be obtained in ice<br />

model tests, i.e. the performance of the<br />

ship is demonstrated in model tests in<br />

brash ice channels. Figure 1 illustrates a<br />

typical brash ice model test setup<br />

The guidelines for the verification of<br />

the ship’s performance for ice classes<br />

through model tests have changed in<br />

December 2005.<br />

The main changes are:<br />

➢ Increase of the thickness of the<br />

brash ice channel<br />

➢ Increase of the friction coefficient<br />

between model surface and ice from<br />

µ = 0.05 to 0.10.<br />

8 <strong>NEWSWAVE</strong> 2006/2<br />

BRASH ICE MODEL TESTS –<br />

CONSEQUENCES OF THE<br />

CHANGES IN THE GUIDELINES<br />

FROM DECEMBER 2005<br />

The Finnish – Swedish Ice Classes 1C to 1AS were developed<br />

in order to provide power requirements<br />

which ensure a certain ship’s performance in brash ice channels.<br />

As compared to the old guidelines<br />

for brash ice model tests, these changes<br />

result in a higher power requirement.<br />

Figure 2 illustrates the increase in delivered<br />

power due to the change in the<br />

guidelines for ice class 1B and 1A for a<br />

PANMAX tanker. But also with the new<br />

guidelines it can be stated that the performance<br />

of model tests leads to lower<br />

power requirements compared to that<br />

required by the given formulae. In some<br />

cases a reduction of up to 30% of the<br />

required power can be achieved.<br />

If the vessel is equipped with a controllable<br />

pitch propeller the engine<br />

which has been chosen for good open<br />

water performance will be able to deliver<br />

the required power in brash ice channels.<br />

by Karl-Heinz Rupp<br />

In the case of a fixed pitch propeller<br />

the motor limit curve restricts the available<br />

power in brash ice as the propeller<br />

loading is significantly higher. Figure 3<br />

illustrates that in these cases <strong>HSVA</strong> can<br />

assist you to find a solution where the<br />

vessel is able to fulfil the new power<br />

requirement guidelines without any<br />

change in the ship design for ice class 1A.<br />

However, in other cases changes may<br />

be necessary. But of course especially<br />

in these cases, <strong>HSVA</strong> can offer you<br />

assistance in finding cost efficient<br />

solutions.<br />

Fig. 2<br />

Comparison<br />

of old and new<br />

guidelines,<br />

delivered power<br />

vs. brash ice<br />

thickness


The oil produced will be transferred<br />

via a sub-sea pipeline<br />

from an ice-resistant fixed<br />

production platform to the FSO. The oil<br />

shall be stored in FSO tanks and<br />

periodically offloaded into shuttle<br />

tankers moored at the FSO.<br />

Ice load calculations have been carried<br />

out previously to estimate the ice<br />

loads acting on the bow and the stern<br />

of the FSO when the ice drift direction is<br />

in-line with the FSO tanker.<br />

A change in wind direction is associated<br />

with a change of the ice drift direction<br />

which introduces a “weather vaning”<br />

effect and as a consequence the FSO<br />

tanker starts to rotate around the SPM<br />

(single point mooring) as shown in<br />

Figure 1. In this particular case the ice<br />

will fail along the vertical hull of the FSO<br />

tanker, resulting in higher ice forces on<br />

the soft yoke mooring system. It is<br />

expected that the ice drift change is the<br />

2006/2<br />

Fig. 2<br />

Effect of the change<br />

in guidelines for a<br />

fixed pitch propeller in<br />

the area of the motor<br />

limit curve.<br />

OPERATIONS OF A FSO WITH<br />

A SOFT YOKE MOORING SYSTEM (SYMS) IN SEA ICE<br />

Bluewater Energy Services B.V.<br />

has recently performed ice model tests<br />

at <strong>HSVA</strong> for a permanently moored “Floating<br />

Offshore Storage” system (FSO).<br />

Fig. 1 FSO with SYMS connected<br />

to a Single Point Mooring Tower (SPM)<br />

controlling parameter with respect to<br />

maximum ice forces and the attention is<br />

focussed on the “weather vaning” effect.<br />

Ice model tests have been carried<br />

out in <strong>HSVA</strong>’s Large Ice Tank simulating<br />

level ice conditions. The SYMS-FSO<br />

tanker model was tested in different<br />

scenarios, i.e. straight astern and ahead<br />

penetration into level ice, turning astern<br />

and ahead in level ice for different ice<br />

by Karl-Ulrich Evers<br />

drift changes and turning 90 degree<br />

ahead in level ice.<br />

From the ice model tests the maximum<br />

ice loads acting on the SYMS-FSO<br />

tanker system were derived. The model<br />

test results validate the ice forces calculated<br />

for the bow and the stern sections<br />

of the FSO. In terms of improvement of<br />

the SYMS design, these kind of ice<br />

model tests are of high value.<br />

<strong>NEWSWAVE</strong><br />

9


ACTUAL RESEARCH ACTIVITIES<br />

ON PROPELLER AND RUDDER CAVITATION<br />

HHigh-Speed-Video recordings<br />

during the systematic model<br />

tests revealed that the propeller<br />

tip vortex bursting can be divided<br />

into two different types. First there is<br />

the vortex bursting due to hydrodynamic<br />

instability which can be found<br />

on marine propellers as well as in the<br />

field of aerodynamics. The second type<br />

is also called bursting of a propeller tip<br />

vortex, where its calm structure is<br />

“destroyed” by the rolled-up sheet cavity<br />

and looks like a bursting vortex. Both<br />

patterns are observed on marine propellers<br />

(see Figures 1 and 2) but they<br />

have different governing mechanisms.<br />

The bursting due to hydrodynamic<br />

instability can be related to the radial<br />

gradients of the tangential and axial<br />

velocities (Vt, Vx) inside the vortex.<br />

Under consideration of the Ludwieg’s<br />

stability criterion for vortical flows, the<br />

danger of vortex bursting was determined<br />

by applying the Betz vortex<br />

model outside the viscously dominated<br />

vortex core. Figures 3 and 4 show the<br />

10 <strong>NEWSWAVE</strong> 2006/2<br />

by Thomas Luecke<br />

At the end of last year <strong>HSVA</strong> successfully completed the BMBF research project PROTIP.<br />

The purpose of this project was to investigate the basic parameters influencing propeller tip vortex<br />

bursting. High speed video recordings were made during model tests with a periodically moving<br />

hydrofoil and a model propeller. These pictures gave insight into the<br />

temporal vortex behavior during the bursting process.<br />

Fig. 1 Bursting trailing vortex (type 1)<br />

Fig. 2 Bursting vortex due to rolled<br />

up sheet cavity (type 2)<br />

Fig. 3 Non bursting vortex Fig. 4 bursting vortex<br />

predicted radial velocity distributions<br />

(blue: Vx/U red: Vt/U) and the stability<br />

criterion (blue dots) within a vortex<br />

without and with bursting respectively.<br />

It has been found that the vortex<br />

bursting due to the roll-up of sheet cavitation<br />

is driven by the boundary layer<br />

on the propeller blade with high vorticity<br />

created at the leading edge or at its<br />

further developed edge vortex. RANS<br />

calculations were made for the investigated<br />

propeller in different wake fields<br />

in order to correlate their results with<br />

the observations made in the cavitation<br />

tunnel. The results show a good correlation<br />

between the predicted edge vortex<br />

(Figure 6) and the observed vortex<br />

bursting. The result calculated for the<br />

propeller in the smooth wake showed<br />

no vortex trace (Figure 5). This corresponded<br />

well with the calm vortex<br />

behavior observed.<br />

This challenging research topic will<br />

be further investigated in the future in<br />

order to extend our consultancy capabilities.


Fig. 5 Non bursting vortex, smooth wake Fig. 6 Bursting vortex, sharp wake<br />

<strong>HSVA</strong>’s interest is also focused on<br />

rudder cavitation. This topic is investigated<br />

in the research project RUKAV. Its<br />

aim is to investigate the scale effects of<br />

erosive cavitation on semi spade rudders,<br />

which are often faced with severe<br />

erosion problems around the pintle<br />

area, see Figure 7. The erosive cavitation<br />

phenomenon will be investigated<br />

by model tests in the HYKAT facility on<br />

a rudder placed behind a ship as well as<br />

on a partial rudder model of much larger<br />

scale (about 3:1!). High-Speed-Video and<br />

Particle-Image-Velocimetry recordings<br />

During June <strong>HSVA</strong>’s large towing<br />

tank has been closed<br />

down due to a major upgrade<br />

of the main carriage. The energy supply,<br />

the electric drive motors and the entire<br />

control and monitoring equipment of<br />

the main towing carriage and of the<br />

manoeuvring carriage CPMC (computerized<br />

planar motion carriage) have<br />

been renewed.<br />

vortex trace<br />

will resolve the cavitation pattern and<br />

the related flow field around the pintle.<br />

Based on these test results a correlation<br />

between model and full scale will<br />

be derived which will facilitate the<br />

detection of erosive cavitation patterns<br />

during cavitation tests at normal model<br />

scales. Special cavitation models for<br />

CFD-codes will be developed in order to<br />

predict the cavitation behavior and its<br />

erosive character through calculations.<br />

A presentation of the results will follow<br />

in the future at this place.<br />

Fig. 7 Erosion at the lower pintle<br />

MODERNISATION OF THE MAIN CARRIAGE FINISHED<br />

The modernisation aimed at:<br />

1. Increasing the maximum speed from<br />

8 m/s to 10 m/s.<br />

2. Increasing the measurement time<br />

by higher acceleration performance.<br />

3. Improving the measurement<br />

tolerances for rigid coupled models.<br />

4. Introducing a free programmable<br />

control system:<br />

– to automate tests and<br />

– to increase the flexibility<br />

5. Reducing the vibration of the<br />

carriage.<br />

6. Minimizing deviations from the<br />

selected carriage speed.<br />

7. Improving the reliability and<br />

maintainability of the carriage.<br />

by Uwe Hollenbach & Jürgen Friesch<br />

The entire work has been done right in<br />

time and the tank is back in operation<br />

since the beginning of July and nearly<br />

all requirements have been fulfilled in<br />

the short time. Reference tests with<br />

models of different ship types (Tankers,<br />

Container Vessels and Fast Ships) have<br />

shown good reproducibility compared<br />

with tests performed prior to the modernisation.<br />

This ensures the consistency<br />

with all our former data.<br />

2006/2<br />

<strong>NEWSWAVE</strong><br />

11


notes<br />

5 th <strong>HSVA</strong> -Customer Seminar 2006 on<br />

“CFD in Ship Design”<br />

25 October 2006<br />

The 5 th Customer Seminar on “CFD in Ship Design” will inform our customers about<br />

the present range of developments and how these will translate into current and<br />

future CFD services available at <strong>HSVA</strong>.<br />

Key personnel involved in in-house CFD work, together with invited speakers<br />

from industry and academia will present latest research results obtained in such<br />

European projects as Leading Edge, EFFORT and VIRTUE, as well as a range of<br />

advanced design applications.<br />

The seminar will be held at:<br />

Hamburgische Schiffbau-Versuchsanstalt GmbH<br />

Bramfelder Str. 164<br />

D-22305 Hamburg<br />

Date: 25 October 2006, Start: 10.00 hrs<br />

Fees: Seminar incl. Proceedings ? 100.-<br />

For reservations please contact Ms. A. Breitfeld e-mail: breitfeld@hsva.de<br />

Shipbuilding • Machinery &<br />

Marine Technology<br />

26 – 29 September 2006<br />

Visit us at SMM 2006: Hall 12, Stand 220<br />

Ensure your presence at this unique event for our industry.<br />

MEMBER OF STAFF<br />

JOHANNES PIEPER<br />

Johannes Pieper joined our staff in<br />

May 2006 and will be the<br />

successor of Karl-Heinz Koop who<br />

will retire at the end of 2006.<br />

Mr. Pieper works as a project manager<br />

in the propeller and cavitation<br />

department.<br />

He is responsible for cavitation<br />

tests for new projects in the HYKAT<br />

tunnel, in particular propeller and<br />

rudder cavitation tests for all kinds<br />

of vessels.<br />

He studied naval architecture at<br />

the University of Applied Science in<br />

Kiel. His master thesis dealt with<br />

the design of a sailing yacht model<br />

for a twist-flow wind tunnel.<br />

Following graduation he worked for<br />

the Yacht Research Unit in Kiel<br />

before joining <strong>HSVA</strong>.<br />

Johannes Pieper is married and<br />

lives in Kiel. In his spare time he<br />

enjoys sailing the Kiel Bay, travelling<br />

and spending time with his<br />

friends.<br />

THE HAMBURG SHIP MODEL BASIN ❙ Bramfelder Straße 164 ❙ D-22305 Hamburg<br />

Phone + 49 – 40 – 69 203 – 0 ❙ Fax + 49 – 40 – 69 203 345 ❙ E-mail info@hsva.de ❙ Internet http://www.hsva.de

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