General End-Depth–Discharge Relationship at Free Overfall in Trapezoidal Channel-Reference-Cited by-同舟云学术

General End-Depth–Discharge Relationship at Free Overfall in Trapezoidal Channel

Published:1995-03 Issue:2 Volume:121 Page:143-151
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:Journal of Irrigation and Drainage Engineering

Author:

Anastasiadou-Partheniou Litsa,Hatzigiannakis Evangelos

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%290733-9437%281995%29121%3A2%28143%29

Reference29 articles.

1. Free-Vortex Theory Applied to Free Overfalls

2. Free Overall as Flow Measuring Device

3. Christodoulou G. C. Noutsopoulos G. C. and Andreou S. A. (1984). “Factors affecting brink depth in rectangular overfalls.” Proc. 1st Int. Conf. on Channels and Channel Control Struc. Springer-Verlag Berlin Germany 1-3–1-17.

4. Delleur J. W. Dooge J. C. I. and Gent K. W. (1956). “Influence slope and roughness on the free overfall.” J. Hydr. Div. ASCE 82(4) 1038-30–1038-35.

5. End Depth at a Drop in Trapezoidal Channels

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