AN ATTEMPT TO FORMULATE THE RELATIONSHIP BETWEEN DISCHARGE AND UPSTREAM WATER LEVEL OF THE FLOW OVER SHARP-CRESTED WEIRS-Reference-Cited by-同舟云学术

AN ATTEMPT TO FORMULATE THE RELATIONSHIP BETWEEN DISCHARGE AND UPSTREAM WATER LEVEL OF THE FLOW OVER SHARP-CRESTED WEIRS

Published:2020 Issue:1 Volume:8 Page:178-187
ISSN:2187-5103
Container-title:Journal of JSCE
language:en
Short-container-title:Journal of JSCE

Author:

HADANO Kesayoshi¹,TATARA Kenji²,NAGANO Hiroyuki³,HUANG Anduo⁴

Affiliation:

1. Dept. of Civil and Urban Eng., Kyushu Sangyo University

2. Waterworks Eng. Div., CTI Engineering Co., Ltd., Osaka Main Office

3. Dept. of Civil Eng., National Institute of Technology, Gunma College

4. Graduate School of Sci. and Eng., Yamaguchi University

Publisher

Japan Society of Civil Engineers

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.jstage.jst.go.jp/article/journalofjsce/8/1/8_178/_pdf

Reference13 articles.

1. 1) Nakagawa, H. and Nakagawa, O. : Effect of the weir height on the discharge coefficient of sharp-crested weirs, Proc. of the Annual Meeting of Kansai Branch of JSCE, pp. 79-80, 1966 (in Japanese).

2. 2) Bazin, H. : Experiences nouvelles, Sur L’ecoulement en deversor, Annales des Ponds et Chaussees, pp. 393-448, 1888. The English translation : Recent experiments on the flow of water over weirs, Proc. of the Engineers Club of Philadelphia, Vol. 7, pp. 259-310, 1890.

3. 3) Rehbok, T. : Discussion of Precise weir measurements. by Schoder, E. W. and Turner, K. B., Trans. of ASCE, Vol. 93, pp. 1143-1162, 1929.

4. 4) Jain, S. C. : Open-Channel Flow, John Wiley & Sons, p. 263, 2001.

5. 5) Ishihara, T. and Ida, T. : Supplemented formulas for rectangular weirs without end-contractions, Proc. of the 1^st Japan National Congress for App. Mech., pp. 381-384, 1951.

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