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Simulation and Validation
               of
Piton Type Wave maker by CFD


        Muniyandy ELANGOVAN
                and
              Anant LAL




      Indian Register of Shipping
               Mumbai
                INDIA
•   Simulate the Numerical Wave Tank
•   Generate the Regular Wave
•   Study Wave Damping
•   Validation




• Estimate - Ship Motion in Sea State by CFD
• Hydrodynamics Forces
• Wave Pattern
Performance of Ship                        Needed Data

Passenger Comfort                          Ship Motion
 Accurate estimation of forces for         Hydrodynamic Forces
structural analysis
Achieve Required Speed                     Resistance & Wave Pattern




  Ship Design
                           Model Test             Ship Construction
     (Hull)
                          CFD - Analysis
Experiment Vs CFD Analysis
SEAKEEPING ESTIMATIONS



  Towing Tank           Towing Tank
w/o Wave Maker        with Wave Maker
                      • Hydrodynamic Forces
                      • Exciting Forces
                      • Ship Motions



      Wave Maker
     * Piston Type
     * Flap Type
     * Plunger Type
PISTON TYPE WAVE MAKER




                          Tank Top

                                           End
  s        Wave Profile
                                           Wall

  Piston
                             hw = he
  Ap                                   Beach




Piston_displacement @ Ap sin (w t)
   RANSE Solver Ansys CFX-11.0, based on Finite Volume Method (FVM)
   Multiphase (Water and Air) using VOF method
   Transient simulations
   Governing Equations:
     continuity, momentum, volume fraction and Turbulence model
   Boundary Conditions:
     Bottom, Beach slope and end wall as wall with no-slip condition



                                            Tank Top
                                                                       End wall




                           Flap


                                                              Beach


                                         Side Wall

                Bottom


                         3D view of Wave Tank
GRID AND TURBULANCE STUDY
Cases:     Type:   No. of Elements:
Case1     Coarse        5,115
Case2     Normal        9,246
Case3      Fine        15,921
Test cases:
hw     t      Ap/t             Ap
(m)    (s)    (m/s)            (m)
0.1    1.5    0.0625           0.10
0.25   2.0                     0.15
0.75   2.5                     0.20
1.00   4.0
1.25   4.5
       5.0


             hw = water height
             t    = Time period
             Ap = Piston Stroke Length
             Ap/t = constant velocity
Locations of Wave Elevation Measurement
                                         Points         Location (x in m)
2D Schematic view of Wave Tank            P1                   1

                                          P2                   2

                                          P3                   3

                                          P4                   4

                                          P5                   28

                                          P6                  30.5

                                          P7                   32

                                          P8                  33.5
Relation between stroke length, water
height and wave height is given by[8]
     sinh khw + khw
 S=H
     2(cosh khw − 1)
S = stroke length
H = wave height,
hw = water height of the tank.
K = Wave number
S=2Af (Flap stroke length)




                  [8] Robert G. Dean and Robert A. Dalrymple
                  “Water wave mechanics, for Engineers and scientist”
BEACH ANALYSIS




               Tank Top

                                    End
s       Wave Profile                Wall




                          1:3   Beach
        1:6       1:4.5
BEACH ANALYSIS




                                              Wave elevation at Locations P1 and P4




Max. damping for 1:3 slope
CFD => RESULTS and ANALYSIS


                 Dependency: STROKE LENGTH




       Wave height and wave length are proportional to STROKE LENGTH
CFD => RESULTS and ANALYSIS


                  Dependency: WATER HEIGHT




     Wave height and wave length are proportional to WATER HEIGHT
CFD => RESULTS and ANALYSIS


             Dependency: TIME PERIOD
CFD => RESULTS and ANALYSIS


             Constant Velocity
WORKING PRINCIPLE SIMULATION
MESH MOVEMENT SIMULATION
VELOCITY PROFILE SIMULATION
WAVE PROFILE
CONCLUSIONS



   Regular waves were generated using CFD technique
   Computed results are in good agreement with wave maker theory
   Results can be used for establishing an experimental wave-maker by
    knowing the limitations
   CFD simulations can effectively replace the experimental Wave Tank
THANK YOU

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Elango doss-2009

  • 1. Simulation and Validation of Piton Type Wave maker by CFD Muniyandy ELANGOVAN and Anant LAL Indian Register of Shipping Mumbai INDIA
  • 2. Simulate the Numerical Wave Tank • Generate the Regular Wave • Study Wave Damping • Validation • Estimate - Ship Motion in Sea State by CFD • Hydrodynamics Forces • Wave Pattern
  • 3. Performance of Ship Needed Data Passenger Comfort Ship Motion Accurate estimation of forces for Hydrodynamic Forces structural analysis Achieve Required Speed Resistance & Wave Pattern Ship Design Model Test Ship Construction (Hull) CFD - Analysis
  • 4. Experiment Vs CFD Analysis
  • 5. SEAKEEPING ESTIMATIONS Towing Tank Towing Tank w/o Wave Maker with Wave Maker • Hydrodynamic Forces • Exciting Forces • Ship Motions Wave Maker * Piston Type * Flap Type * Plunger Type
  • 6. PISTON TYPE WAVE MAKER Tank Top End s Wave Profile Wall Piston hw = he Ap Beach Piston_displacement @ Ap sin (w t)
  • 7. RANSE Solver Ansys CFX-11.0, based on Finite Volume Method (FVM)  Multiphase (Water and Air) using VOF method  Transient simulations  Governing Equations: continuity, momentum, volume fraction and Turbulence model  Boundary Conditions: Bottom, Beach slope and end wall as wall with no-slip condition Tank Top End wall Flap Beach Side Wall Bottom 3D view of Wave Tank
  • 8. GRID AND TURBULANCE STUDY Cases: Type: No. of Elements: Case1 Coarse 5,115 Case2 Normal 9,246 Case3 Fine 15,921
  • 9. Test cases: hw t Ap/t Ap (m) (s) (m/s) (m) 0.1 1.5 0.0625 0.10 0.25 2.0 0.15 0.75 2.5 0.20 1.00 4.0 1.25 4.5 5.0 hw = water height t = Time period Ap = Piston Stroke Length Ap/t = constant velocity
  • 10. Locations of Wave Elevation Measurement Points Location (x in m) 2D Schematic view of Wave Tank P1 1 P2 2 P3 3 P4 4 P5 28 P6 30.5 P7 32 P8 33.5
  • 11. Relation between stroke length, water height and wave height is given by[8] sinh khw + khw S=H 2(cosh khw − 1) S = stroke length H = wave height, hw = water height of the tank. K = Wave number S=2Af (Flap stroke length) [8] Robert G. Dean and Robert A. Dalrymple “Water wave mechanics, for Engineers and scientist”
  • 12. BEACH ANALYSIS Tank Top End s Wave Profile Wall 1:3 Beach 1:6 1:4.5
  • 13. BEACH ANALYSIS Wave elevation at Locations P1 and P4 Max. damping for 1:3 slope
  • 14. CFD => RESULTS and ANALYSIS Dependency: STROKE LENGTH Wave height and wave length are proportional to STROKE LENGTH
  • 15. CFD => RESULTS and ANALYSIS Dependency: WATER HEIGHT Wave height and wave length are proportional to WATER HEIGHT
  • 16. CFD => RESULTS and ANALYSIS Dependency: TIME PERIOD
  • 17. CFD => RESULTS and ANALYSIS Constant Velocity
  • 22. CONCLUSIONS  Regular waves were generated using CFD technique  Computed results are in good agreement with wave maker theory  Results can be used for establishing an experimental wave-maker by knowing the limitations  CFD simulations can effectively replace the experimental Wave Tank

Editor's Notes

  1. We can see a beautiful ship which is above the water level. As a designer or researcher, we look below the water level i.e., hull. Which is like a brain for a man .
  2. Before going to any topic, we must ask the questions our self like what is it, why is it and how doest it. First let us the see the aim/purpose. Passenger comfort: This is the most important in any ship. This can be controlled if we can calculate the rolling motion of the ship. Next Accurate estimation of forces for structural analysis: This is important when we design the structure. Here we need the hydrodynamic forces. Next Achieve Required Speed: This can be done if we can get the resistance of the hull when it is moving. The last but not least, cost effective. If we can achieve all above then it will be cost effective. Now we come to Needed data: ship motion, hydrodynamic forces and resistance & wave motion all required to achieve our purpose. How do we get those needed data. Now we are getting through the model test for the particular ship model. Let me explain the ship construction process to have better idea. For any kind of ship, we need design the hull and it has to go for model test. In the model we will be getting these data and it will be decided whether to change the design or not. If change is required then it will come back to hull design and then model test again. If the hull is completely satisfied then we go for further steps i.e., preparation of class drawing and construction. In this process, my reseach can replace the model test. Now let us compare the experiment and numerical analysis.