Numerical Investigation of Modified Semi-Cylindrical Weirs-Reference-Cited by-同舟云学术

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Numerical Investigation of Modified Semi-Cylindrical Weirs

Published:2023-04-29 Issue:9 Volume:37 Page:3715-3728
ISSN:0920-4741
Container-title:Water Resources Management
language:en
Short-container-title:Water Resour Manage

Author:

Afaridegan Ehsan,Amanian Nosratollah,Haghiabi AmirHamzeh,Parsaie Abbas,Goodarzi-Mohammadi Alireza

Funder

Shahid Chamran University of Ahvaz

Publisher

Springer Science and Business Media LLC

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11269-023-03523-y.pdf

Reference24 articles.

1. Abhash A, Pandey KK (2021) Experimental and numerical study of discharge capacity and sediment profile upstream of piano key weirs with different plan geometries. Water Resour Manag 35:1529–1546

2. Akoz MS, Gumus V, Kirkgoz MS (2014) Numerical simulation of flow over a semicylinder weir. J Irrig Drain Eng 140:4014016

3. Aydin MC (2012) CFD simulation of free-surface flow over triangular labyrinth side weir. Adv Eng Softw 45:159–166

4. Bagheri S, Heidarpour M (2010) Overflow characteristics of circular-crested weirs. J Hydraul Res 48:515–520

5. Bagheri S, Kabiri-Samani A (2020) Overflow characteristics of streamlined weirs based on model experimentation. Flow Meas Instrum 73:101720

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3. Discharge coefficient estimation of modified semi-cylindrical weirs using machine learning approaches;Stochastic Environmental Research and Risk Assessment;2024-05-13

4. Numerical Investigation of Confluence Flow in a Degraded Bed under Different Hydraulic Parameters, Using SSIIM 2.0;Water Resources Management;2024-04-12

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