Lateral Weir Flow Model
Author:
Affiliation:
1. Prof., Civ. Engrg. Dept., Concordia Univ., Montreal, Quebec, Canada
2. Engr., Dam Div., Hydro Quebec, Montreal, Quebec, Canada
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Earth and Planetary Sciences,General Engineering,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/JRCEA4.0001287
Cited by 16 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. Enhancing rectangular side weir discharge prediction using stacking technique;Flow Measurement and Instrumentation;2024-07
2. Estimation of rectangular and triangular side weir discharge;ISH Journal of Hydraulic Engineering;2021-10-26
3. Prediction of the discharge of side weir in the converge channels using artificial neural networks;Flow Measurement and Instrumentation;2021-04
4. EXPERIMENTAL STUDY ON FLOW PATTERN AROUND LARETAL OVERFLOW WEIR IN CURVED AND STRAIGHT CHANNELS;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2019
5. Method of Solution of Nonuniform Flow with the Presence of Rectangular Side Weir;Journal of Irrigation and Drainage Engineering;2008-12
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