Factors Affecting Brink Depth in Rectangular Overfalls-Reference-Cited by-同舟云学术

Factors Affecting Brink Depth in Rectangular Overfalls

Published:1984 Issue: Volume: Page:3-17
ISSN:
Container-title:Channels and Channel Control Structures
language:
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Author:

Christodoulou G. C.,Noutsopoulos G. C.,Andreou S. A.

Publisher

Springer Berlin Heidelberg

Link

http://link.springer.com/content/pdf/10.1007/978-3-662-11300-4_1

Reference10 articles.

1. Andreou, S.A. (1980) Free overfall for subcritical upstream flow. Diploma Thesis, Dept. of Civil Engineering, Natl. Tech. Univ. of Athens.

2. Bauer, S.W.,and Graf, W.H. (1971) Free overfall as a flow measuring device. J. Irrigation and Drainage Div., ASCE, 97, IR1: 73–83.

3. Delleur, J.W., Dooge, J.C.I., and Gent, K.W. (1956) In- fluence of slope and roughness on the free overfall. J. Hydraulics Div., ASCE, 82, HY4, Proc. Paper 1038; 30–35.

4. Kraijenhoff, D.A., and Dommerholt, method in rectangular channel. J. Div., ASCE, 103, IR2: 171–177.

5. Markland, E. (1965). Calculation of flow at a free overfall by relaxation method. I.C.E. A. paper 6869: 71–78.

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