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Breach Flow Modeled as Flow over a Weir

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posted on 31.07.2013 by Y (Yankai) Ren
The main objective of the study is to understand the effects of breach properties (e.g. the top width, the depth and the bottom width of the breach) on the breach flow. The breach flow was modeled as flow over a compound broad-crested weir. A laboratory experiment was carried out with a fixed weir model in a flume. Five cases with different breach properties were tested.

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Contributors

TU Delft, Faculty of Civil Engineering and Geoscience, Department of Hydraulic Engineering; Uijttewaal, W.S.J. (Wim); Visser, P.J.; Zhao, G.

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TU Delft

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