Estimation of discharge coefficient of the overshot gates, based on the brink depth, under free and submerged conditions

被引：0

作者：

Afsharpour M. ^{[1
]}

Farhoudi J. ^{[2
]}

机构：

[1] Hydraulic Structures, Department of Irrigation and Reclamation Engineering, University of Tehran, Karaj

[2] Hydraulic Structures, Department of Irrigation and Reclamation Engineering, Univ. College of Agriculture and Natural Resources, University of Tehran, Karaj

来源：

ISH Journal of Hydraulic Engineering | 2023年 / 29卷 / 02期

关键词：

control structure; discharge measurement; energy equation; Experimental modeling; incomplete self-similarity; stage-discharge equation;

D O I：

10.1080/09715010.2021.2004560

中图分类号：

学科分类号：

摘要：

Overshot gates are used as a flow measuring device to fix the upstream water level. Flow through the overshot gates under submerged conditions often has many problems, mainly due to the need to measure the tail-water depth. In this research, the application of the brink depth, instead of tail-water depth, has been selected to overcome this problem. Many experiments were conducted with nine different angles of the overshot lip under free and submerged conditions. The discharge coefficient of the gate was estimated based on the brink depth. Besides, the flow discharge through the gate was evaluated through an equation based on the energy equation and the stage-discharge relation. The results showed good consistency and high accuracy under free and submerged conditions which refers to the suitability of the proposed equations for flow discharge and water depth because of their theoretical basis. © 2021 Indian Society for Hydraulics.

引用

页码：115 / 120

页数：5

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