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On the effect of flow regime and slope of the channel bed on the hydraulic performance of the sharp-crested rectangular side weir: a numerical simulation

Author(s): ORCID (Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran)
ORCID (Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran)
ORCID (School of Engineering, University of St. Thomas, St Paul, MN, USA)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering
Page(s): 1-18
DOI: 10.1080/19648189.2024.2314112
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/19648189.2024.2314112.
  • About this
    data sheet
  • Reference-ID
    10770877
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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