Bed configurations downstream combined V-Notch-sharped edged Weir with inverted V-Shaped gate
Author:
Affiliation:
1. Shoubra Faculty of Engineering, Benha University, Shoubra, Egypt
2. National Water Research Center, Hydraulics Research Institute, ShoubraEl-Kheima, Egypt
3. Benha Faculty of Engineering, Benha University, Benha, Egypt
Publisher
Informa UK Limited
Subject
Fluid Flow and Transfer Processes,Water Science and Technology,Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/09715010.2023.2290102
Reference33 articles.
1. “Scour bed morphology caused by partially free and submerged flow at pipe culvert”
2. The Effect of relative discharge on local scour downstream combined structure;Abdulabbas F.;Inter. J. Sci. Eng. Res,2015
3. EXPERIMENTAL STUDY ON BED SCOUR AND ITS PROTECTION BEHIND STANDING WAVE WEIRS CONSIDERING COMBINED FLOW OVER WEIR CRESTAND BOTTOM PIPES
4. Experimental Study of the Scour Depth at Downstream Weirs Has Different Holes
5. The discharge coefficient for a compound sharp crested V notch weir;Ali A.M.;Asian J. Eng. Technol.,2015
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