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Showing results for tags 'divergence'.
Found 2 results
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Has anyone had any experience modeling culverts into CMS-Flow? I am trying to simulate marsh site in southern new jersey that in piped within its main channel inlet for a small bridge crossing. I have pulled in a code to match the descriptions for coding culverts as outlined in the bulletin from USACE, found here http://acwc.sdp.sirsi.net/client/search/asset/1029144 , for my specific site. The model will run up to the point flow begins to enter into the pipe, and then crashes and states the model is divergent. Does anyone have any experience or tips on how to check and resolve the issues causing the model to crash with the culvert code?
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Has anyone had any experience modeling culverts into CMS-Flow? I am trying to simulate marsh site in southern new jersey that in piped within its main channel inlet for a small bridge crossing. I have pulled in a code to match the descriptions for coding culverts as outlined in the bulletin from USACE, found here http://acwc.sdp.sirsi.net/client/search/asset/1029144 , for my specific site. The model will run up to the point flow begins to enter into the pipe, and then crashes and states the model is divergent. Does anyone have any experience or tips on how to check and resolve the issues causing the model to crash with the culvert code?
