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This technical note outlines the methodology for modeling flap gate culverts in the Adaptive Hydraulics (AdH) software, detailing how to calculate the culvert coefficient (K) and implement it within AdH input files. It discusses the equations used for determining culvert flow, friction losses, and provides a test case to illustrate the implementation process. Additionally, it addresses common problems such as numerical instabilities and offers guidance on choosing an appropriate time-step to mitigate oscill

Author

bikesh shrestha

Language

EN