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Plec

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  1. I'm trying to simulate a river in natural condition. For the downstream boundary I want to use a Normal Depth, entering the downstream slope. And for the upstream boundary a specified flow. Did it is possible? The check of the feswms model always says: "No head or water surface elevation boundary condition exists. thanks, Plec
  2. Hi Paul I'm a begginer in SMS and I have interest in purchasing the 10.0 SMS program with the Finite Element Riverin Package. The software with the modulo map, mesh, scatter, RMA2, RMA4 and FESWMS. The application of the model will be in hydraulic and transport of sediments in reservoirs. This package would have the necessary modules for this application or will be necessary another type? Best regards, Denis
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