Breach Flow Modeled as Flow over a Weir

Datacite citation style:
Ren, Y (Yankai) (2013): Breach Flow Modeled as Flow over a Weir. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/uuid:92f92872-8350-4ee4-a2fc-217305f9ed9a
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite

Dataset

Delft University of Technology logo

Usage statistics

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Categories

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.

History

  • 2013-07-31 first online, published, posted

Publisher

TU Delft

Format

media types: application/octet-stream, application/vnd.ms-excel, application/zip, image/bmp, image/jpeg, image/png, text/plain, text/xml

Organizations

TU Delft, Faculty of Civil Engineering and Geoscience, Department of Hydraulic Engineering

Contributors

  • Uijttewaal, W.S.J. (Wim)
  • Visser, P.J.
  • Zhao, G.

DATA

Files (1)

  • 327,246,858 bytesMD5:40a9abe2690df7c80f93547debdff514data.zip