EVALUATION OF THE UPSTREAM WATER LEVEL OF THE FLOW OVER FINITE-LENGTH WEIRS WITH RECTANGULAR CROSS-SECTION IN THE FLOW DIRECTION
Author:
Affiliation:
1. Yamaguchi University
2. Waterworks Eng. Div., CTI Engineering Co., Ltd., Osaka Main Office
3. Dept. of Civil Eng., National Institute of Technology, Gunma College
4. Chugoku Regional Development Bureau, MLIT
Publisher
Japan Society of Civil Engineers
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.jstage.jst.go.jp/article/journalofjsce/11/1/11_23-00138/_pdf
Reference9 articles.
1. 1) JSCE : Suiri Koshikushu, Showa 46 year ed., Gihodo, pp. 254-275, 1971. (in Japanese)
2. 2) JSCE : Suiri Koshikushu, 2018 year ed., Maruzen, pp. 394-408, 2019. (in Japanese)
3. 3) Hadano, K. and Tatara, K. : Study on the hydraulics of sharpcrested weir based on the suggestion from momentum theorem, J. of JSCE, B1 (Hydraulic Eng.), Vol. 70, No. 1, pp. 11-21, 2014. (in Japanese)
4. 4) Hadano, K., Tatara, K., Nagano, H. and Huang, A. : An attempt to formulate the relationship between discharge and upstream water level of the flow over sharp-crested weirs, J. of JSCE, B1 (Hydraulic Eng.), Vol. 73, No. 2, pp. 34-42, 2017. (in Japanese)
5. 5) Govinda Rao, N. S. and Muralidhar, D. : Discharge characteristics of weirs with finite-crest width, La Houile Blanche, No. 5, pp. 537-545, Aout./Sept., 1963.
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