Estimation of discharge coefficient of the overshot gates, based on the brink depth, under free and submerged conditions-Reference-Cited by-同舟云学术

Estimation of discharge coefficient of the overshot gates, based on the brink depth, under free and submerged conditions

Published:2021-11-21 Issue: Volume: Page:1-6
ISSN:0971-5010
Container-title:ISH Journal of Hydraulic Engineering
language:en
Short-container-title:ISH Journal of Hydraulic Engineering

Author:

Afsharpour Mahshad¹,Farhoudi Javad²

Affiliation:

1. Hydraulic Structures, Department of Irrigation and Reclamation Engineering, University of Tehran, Karaj, Iran

2. Hydraulic Structures, Department of Irrigation and Reclamation Engineering, Univ. College of Agriculture and Natural Resources, University of Tehran, Karaj, Iran

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/10.1080/09715010.2021.2004560

Reference17 articles.

1. Discharge formula for rectangular sharp-crested weirs

2. Derivation of discharge coefficient of a pivot weir under free and submergence flow conditions

3. Application of free vortex theory to estimating discharge coefficient for sharp-crested weirs

4. Experimental Study and Numerical Simulation of Inclined Rectangular Weirs

5. Bos, M.G. (1989). “Discharge measurement structures, Publication 20.” International Institute for Land Reclamation and Improvement/ILRI, Wageningen, The Netherlands

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