Application of free vortex theory to estimating discharge coefficient for sharp-crested weirs-Reference-Cited by-同舟云学术

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

Published:2010-03 Issue:3 Volume:105 Page:423-427
ISSN:1537-5110
Container-title:Biosystems Engineering
language:en
Short-container-title:Biosystems Engineering

Author:

Bagheri Sara,Heidarpour Manouchehr

Publisher

Elsevier BV

Subject

Soil Science,Agronomy and Crop Science,Food Science,Control and Systems Engineering

Reference16 articles.

1. Free-vortex theory applied to free overfall;Ali;Journal of Hydraulics Division, ASCE,1972

2. Flow over rectangular sharp-crested weirs;Bagheri;Journal of Irrigation Science,2010

3. Discharge measurement structures;Bos,1989

4. Handbook of hydraulics;Brater,1996

5. Open channel hydraulics;French,1986

Cited by 20 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Discharge formula based on brink depth over sharp-crested weirs;Water Supply;2024-02-01

2. Discussion of “Application of AI Approaches to Estimate Discharge Coefficient of Novel Kind of Sharp-Crested V-Notch Weirs”;Journal of Irrigation and Drainage Engineering;2023-07

3. A Walnut optimization algorithm applied to discharge coefficient prediction on labyrinth weirs;Soft Computing;2022-04-16

4. Experimental study of discharge formulas for rectangular sharp-crested weirs under free flow condition;Flow Measurement and Instrumentation;2022-04

5. A Walnut optimization algorithm applied to discharge coefficient prediction on labyrinth weirs;SOFT COMPUT;2022

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