Solving Trapezoidal Free Overfall by Inserting a Brink Pressure Effect into Sharp-Crested Weir Theory-Reference-Cited by-同舟云学术

Solving Trapezoidal Free Overfall by Inserting a Brink Pressure Effect into Sharp-Crested Weir Theory

Published:2018-07 Issue:7 Volume:144 Page:04018013
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Abrari Ehsan¹,Ergil Mustafa²,Beirami Mohammad Karim³

Affiliation:

1. Faculty of Engineering, Dept. of Civil Engineering, Eastern Mediterranean Univ., Via Mersin 10, Famagusta, North Cyprus 99450, Turkey (corresponding author).

2. Associate Professor, Faculty of Engineering, Dept. of Civil Engineering, Eastern Mediterranean Univ., Via Mersin 10, Famagusta, North Cyprus 99450, Turkey.

3. Retired, Associate Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, 84156-83111 Isfahan, Iran.

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.1943-4774.0001304

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4. Ahmad Z. (2002). “Free overfall as measuring device in triangular channels.” Hydra Conf. Water Resources Ocean Engineering 115–119.

5. Quasi-Theoretical End-Depth-Discharge Relationship for Rectangular Channels

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