Estimation of Discharge through a Levee Breach with Constant Cross Section-Reference-Cited by-同舟云学术

Estimation of Discharge through a Levee Breach with Constant Cross Section

Published:2018-04 Issue:4 Volume:144 Page:06018005
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Elalfy Ezzat¹,Elkholy Mohamed²,Riahi-Nezhad Cyrus K.³,Chaudhry M. Hanif⁴

Affiliation:

1. Assistant Professor, Dept. of Irrigation and Hydraulics Engineering, Ain Shams Univ., Cairo, Egypt; formerly, Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208.

2. Assistant Professor, Dept. of Irrigation and Hydraulics Engineering, Alexandria Univ., Alexandria, Egypt.

3. Adjunct Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208.

4. Mr. and Mrs. Irwin B. Kahn Professor and Associate Dean, International Program and Continuing Education, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001430

Reference13 articles.

1. Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow

2. Open-Channel Flow

3. Discharge Coefficient of Lateral Diversion from Trapezoidal Channel

4. Elalfy E. Y. (2015). “Numerical and experimental investigations of dam and levee failure.” Ph.D. dissertation Univ. of South Carolina Columbia SC.

5. Elalfy E. Y. LaRocque L. A. Riahi-Nezhad C. K. and Chaudhry M. H. (2014). “Numerical and experimental study of levee breach.” Poster Presentation at AGU Fall Meeting American Geophysical Union Washington DC.

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