Hydraulics of free overfall in steeply sloping rough rectangular channel: A general computational approach-Reference-Cited by-同舟云学术

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Hydraulics of free overfall in steeply sloping rough rectangular channel: A general computational approach

Published:2019-10 Issue: Volume:69 Page:101625
ISSN:0955-5986
Container-title:Flow Measurement and Instrumentation
language:en
Short-container-title:Flow Measurement and Instrumentation

Author:

Shubing Dai,Sheng Jin

Funder

National Natural Science Foundation of China

National Key Research and Development Plan

Publisher

Elsevier BV

Subject

Electrical and Electronic Engineering,Computer Science Applications,Instrumentation,Modelling and Simulation

Reference29 articles.

1. Discharge characteristics of the free overfall;Rouse;Civ. Eng.,1936

2. Non-uniform flow in front of a free overfall;Anderson;Acta Polytech Scand Civ. Eng. Construct.,1967

3. Iterative solution for ideal fluid jets;Castro-Orgaz;J. Hydraul. Eng.,2013

4. Pattern of potential flow in a free overfall;Strelkoff;J. Hydraul. Div.,1970

5. A potential flow solution for the free overfall;Montes;Proc. Inst. Civ. Eng. Water Mar. Energy,1992

Cited by 4 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. Free overfall in triangular channels – A review;Flow Measurement and Instrumentation;2024-07

2. Maximum energy loss in a vertical drop equipped with horizontal screen with downstream rough and smooth bed;Water Supply;2023-01-18

3. Free Overfall in Triangular Channels – a Review;2023

4. Application of Fawer Theory to End Depth in Trapezoidal Sloping Channel;Journal of Irrigation and Drainage Engineering;2019-12

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