Supercritical Flow in Circular‐Shaped Side Weir-Reference-Cited by-同舟云学术

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Supercritical Flow in Circular‐Shaped Side Weir

Published:1994-01 Issue:1 Volume:120 Page:1-12
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:Journal of Irrigation and Drainage Engineering

Author:

Hager Willi H.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9437%281994%29120%3A1%281%29

Reference7 articles.

1. Chow V. T. (1959). Open channel hydraulics . McGraw‐Hill New York N.Y.

2. Lateral Outflow Over Side Weirs

Cited by 45 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 equation of semi-circular side weirs: An experimental study;Flow Measurement and Instrumentation;2021-10

2. Prediction of the discharge of side weir in the converge channels using artificial neural networks;Flow Measurement and Instrumentation;2021-04

3. 3D CFD analysis of the performance of oblique and composite side weirs in converging channels;Journal of Hydraulic Research;2020-12-17

4. Numerical simulation of free flow through side orifice in a circular open-channel using response surface method;Flow Measurement and Instrumentation;2020-12

5. Equivalent Discharge Coefficient of Side Weirs in Circular Channel—A Lazy Machine Learning Approach;Water;2019-11-16

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