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December 17, 2021, 11:15 |
wave run-up calculation
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#1 |
New Member
Join Date: Sep 2020
Posts: 26
Rep Power: 6 |
Hii all,
Could you help me out in calculating wave runup. I had used P 52 as suggested in Wave runup, but i am confused in taking which value as for runup. I am trying to find the wave runup on a slope. Here is the control file: C 11 6 C 12 3 C 13 3 C 14 21 C 15 21 C 16 3 B 1 0.025 B 10 0.0 21.0 0.0 0.025 0.0 1.4 S 61 5.0 15.0 0.0 0.025 0.0 1.0 S 10 15.0 21.0 0.0 0.025 0.0 1.0 S 61 15.0 21.0 0.0 0.025 1.0 1.10 M 10 8 here in which I am placing a water level of 1.05 and forcing a wave of 0.07 height. Tell me if there is a problem in doing this. ctrl file: B 10 1 B 50 0.0001 B 90 1 B 92 3 B 93 0.07 1.20 B 98 3 B 99 0 D 10 4 D 20 2 D 30 1 F 30 3 F 40 3 F 60 1.05 I 12 1 N 10 14 N 11 11 N 40 3 N 41 60.0 N 47 0.3 M 10 8 P 10 1 P 30 0.5 W 22 -9.81 T 10 2 T 10 2 T 31 0.816 T 32 0.212 T 36 2 P 40 1 P 52 0.0125 P 53 1 P 54 10 P 50 4.0 0.0125 P 50 5.5 0.0125 P 50 7.5 0.0125 P 50 15.0 0.0125 P 50 17.5 0.0125 P 50 19.5 0.0125 P 50 20.5 0.0125 P 51 4.0 0.0125 P 51 5.5 0.0125 P 51 7.5 0.0125 P 51 15.0 0.0125 P 51 17.5 0.0125 P 51 19.5 0.0125 P 51 20.5 0.0125 For runup- i could see files starting from REEF3D-CFD-wsfline-000000 to REEF3D-CFD-wsfline-008270; containing X1, P1,W1 -- is this the file in which we read wave run-up ? Moreover, i could see a sharp shift in free surface line ( used contour - phi and also evident from the REEF3D-CFD-wsfline-000000; REEF3D-CFD-wsfline-008270 files) after some steps, is this normal ?? forgive my of ignorance if i had made errors or not known enough stuff . Thanks Paul |
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December 20, 2021, 15:21 |
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#2 |
Senior Member
Arun Kamath
Join Date: Nov 2014
Location: Trondheim, Norway
Posts: 265
Rep Power: 14 |
Hi Paul,
There is no direct ouptfile from REEF3D where you can read off the run up values. P 52 is a wsfline output- i.e.- the free surface elevations over the x-direction at every selected time step (using P 54/55) is printed out. To evaluate the wave run up, you will have to think of a post-processing method The P 52 output is: X1 is the x-location and P1 the corresponding free surface elevation at probe P1. W1 is activated using P 53 1 and adds a column of free surface elevation calculated by wave theory, which is not relevant in your case. Setting up a post-processing algorithm for these files in, say, Matlab can give you the run up distance. ----- About your setup in particular: Your tank height is 1.4 m, the SWL is 1.05 m, with wave crest ~1.2 m is filled with water. I would not recommend this. For this input, zmax should be around 2 m. N 47 0.3 should be ok, but I have generally preferred to use 0.1. If your validation study shows 0.3 to be ok and the REEF3D is not crashing, should be ok. I did not understand what you mean by this: "Moreover, i could see a sharp shift in free surface line". You might want to explore using grid stretching to provide finer grids in the region of run up. (DIVEMesh B 101/103). Hope that helps
__________________
Arun X years with REEF3D |
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December 24, 2021, 08:57 |
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#3 |
New Member
Join Date: Sep 2020
Posts: 26
Rep Power: 6 |
Dear Dr.Arun,
Thanks for the help. i have changed the dimensions and grid as you suggested; B 1 0.025 B 10 0.0 21.0 0.0 0.025 0.0 2.0 B 101 8 B 121 200 5 450 14 700 B 102 0 B 103 8 B 123 28 0.7 70 1.4 24 grid.png ----- ##### I did not understand what you mean by this: "Moreover, i could see a sharp shift in free surface line". #### What i meant earlier; was when i plotted the free surface profile in paraview, you could see waterline upto 17.7m ( this is the updated simulation with finer mesh) slope.png after some time steps, the waterline drops to some extend down and oscillates up and down from there ( in the current simulation, this shift has considerably reduced (now its around 16.8m); may be it was the problem of the mesh that i had used earlier). slope1.png ------ Merry Christmas guys |
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