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#1 |
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Hello I am a Phd student on hydraulic engineering. i want to simulate the bridge hydraulic by shallow water equation considering flooding areas. in solving shallow water equation the computational domain changes and i want to know about modeling of this problem.
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#2 |
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Hi,
A simple way is slot-method /porosity method of Tao 1983, which treats the wall/beach as slots. Water can enter the slots first and then swash back and forth. See references: 1) Surf zone dynamics simulated by a Boussinesq type model. Part I. Model description and cross-shore motion of regular waves, P.A.Madsen, O.R.Sorensen, H.A.Schaffer, Coastal Engineerng V32, 1997, pp255-287 2)Boussinesq Modeling of Wave Transfraction, breaking, and Runup,. I: 1D , Andrew B. Kennedy, Qin Chen, J.T. Kirby and R.A. Dalrymple, Journal of Waterway, Port, Coastal, and Ocean Engineering, v126, 2000, pp39-47 It'll be a little hard to tune the code. |
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Thread | Thread Starter | Forum | Replies | Last Post |
Modeling of free surface in CFD ? | Kim TaeMin | Main CFD Forum | 18 | July 16, 2001 12:38 |