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March 24, 2024, 08:22 |
sediment modeling boundary problem
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#1 |
New Member
AGUSTIN ALEJANDRO MORENO TOVAR
Join Date: Dec 2023
Location: Medellin, Colombia
Posts: 4
Rep Power: 3 |
Hello everyone, REEF3D team
I am a student at Rovira i Virgili University, and I am modeling a concrete channel with sediment transport. I have a problem because the sediment accumulates at the outflow boundary. Is it possible to please help me find the problem? I am sending the support files and two images that illustrate the problem, showing the sediment at the beginning of the simulation and at the time end. I used 23.12 version. Thank you Control: B 1 0.03 B 10 0.0 15.0 0.0 3.9 0.0 1.5 B 130 1 C 11 1 C 12 21 C 13 21 C 14 2 C 15 21 C 16 3 S 1 1 M 10 32 ctrl: B 10 1 B 30 2 B 31 84753 B 50 0.003 B 60 1 B 61 2 B 77 1 D 10 4 F 30 3 F 40 3 F 50 1 F 56 0.55 F 60 0.6 I 10 1 M 10 32 N 40 3 N 41 120 N 47 0.2 P 10 1 P 25 1 P 26 1 P 27 1 p 28 1 P 29 1 P 30 0.2 p 66 1 p 68 15.0 0.0 1.5 P 71 1 P 75 1 P 76 1 P 78 1 P 79 1 P 126 1 P 190 1 P 192 0.5 S 10 2 S 11 2 S 12 1 S 13 0.2 S 14 0.2 S 15 0 S 20 0.00505 S 41 2 S 43 100 S 46 0.2 S 57 0.18 S 90 1 T 10 2 W 1 997.9 W 10 1.0 W 22 -9.81 solid.zip sed_end.jpeg sed_t0.jpeg Last edited by aamorenotovar; March 27, 2024 at 19:24. |
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June 3, 2024, 07:26 |
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#2 |
Super Moderator
Hans Bihs
Join Date: Jun 2009
Location: Trondheim, Norway
Posts: 403
Rep Power: 19 |
For cases like this, I would recommend using a relaxation zone for topo (see S 73).
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