Discharge Coefficient of a Spillway with a Riser Perforated by Rectangular Orifices-Reference-Cited by-同舟云学术

Discharge Coefficient of a Spillway with a Riser Perforated by Rectangular Orifices

Published:2019-11 Issue:11 Volume:145 Page:06019008
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Zhang Zeyu¹,Chai Junrui²,Li Zhanbin³,Xu Zengguang⁴,Li Peng⁵

Affiliation:

1. D.Sc. Student, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, Xi’an 710048, People’s Republic of China.

2. Professor, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, Xi’an 710048, People’s Republic of China; Professor, School of Civil Engineering, Xijing Univ., Xi’an 710123, People’s Republic of China (corresponding author).

3. Professor, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, Xi’an 710048, People’s Republic of China; Professor, State Key Laboratory of Soil Erosion and Dry-Land Farming on the Loess Plateau, Institute of Soil and Water Conservation, Chinese Academy of Sciences and Ministry of Water Resources, Yangling, Shaanxi 712100, People’s Republic of China.

4. Associate Professor, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, Xi’an 710048, People’s Republic of China.

5. Professor, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, Xi’an 710048, People’s Republic of China.

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%29IR.1943-4774.0001425

Reference26 articles.

1. A Highly Efficient Gene Expression Programming Model for Predicting the Discharge Coefficient in a Side Weir along a Trapezoidal Canal

2. Combination of Computational Fluid Dynamics, Adaptive Neuro-Fuzzy Inference System, and Genetic Algorithm for Predicting Discharge Coefficient of Rectangular Side Orifices

3. Stage-Discharge Models for Concrete Orifices: Impact on Estimating Detention Basin Drawdown Time

4. New Method for Modeling Thin-Walled Orifice Flow under Partially Submerged Conditions

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