Discharge Coefficients for Rectangular Broad-Crested Gabion Weirs: Experimental Study-Reference-Cited by-同舟云学术

Discharge Coefficients for Rectangular Broad-Crested Gabion Weirs: Experimental Study

Published:2021-03 Issue:3 Volume:147 Page:04021001
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Salmasi Farzin¹^ORCID,Sabahi Nastaran²,Abraham John³

Affiliation:

1. Associate Professor, Dept. of Water Engineering, Faculty of Agriculture, Univ. of Tabriz, P.O. Box 5166616471, Tabriz 51666, Iran (corresponding author). ORCID: .

2. Master’s Student, Dept. of Water Engineering, Faculty of Agriculture, Univ. of Tabriz, Tabriz 51666, Iran.

3. Professor, School of Engineering, Univ. of St. Thomas, 2115 Summit Ave., St. Paul, MN 55105.

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.1943-4774.0001535

Reference35 articles.

1. Application of Gaussian Process Regression Model to Predict Discharge Coefficient of Gated Piano Key Weir

2. Discussion of “Discharge through a Permeable Rubble Mound Weir” by Kohji Michioku, Shiro Maeno, Takaaki Furusawa, and Masanori Haneda

3. Numerical simulation of the hydraulic performance of triangular and trapezoidal gabion weirs in free flow condition

4. Discussion of broad-crested weirs with rectangular compound cross sections;Gogos M.;J. Irrig. Drain. Eng.,2006

5. Discharge characteristics of weirs of finite-crest width

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