Experimental investigation of discharge characteristics of float type sluice gate

被引：2
|
作者：
Li, Y. K. [1 ]
He, X. L. [1 ]
Qiu, L. C. [1 ]
Chen, J. [2 ]
Han, Y. [1 ]
机构：
[1] China Agr Univ, Coll Water Resources & Civil Engn, 17 Tsinghua East Rd, Beijing 100083, Peoples R China
[2] China Agr Univ, Coll Engn, 17 Tsinghua East Rd, Beijing 100083, Peoples R China
来源：
4TH INTERNATIONAL CONFERENCE ON WATER RESOURCE AND ENVIRONMENT (WRE 2018) | 2018年 / 191卷
基金：
中国国家自然科学基金;
关键词：
D O I：
10.1088/1755-1315/191/1/012094
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
Sluice gates are commonly used in canals for control and measurement of the flow. The discharge under sluice gates can be determined through different discharge methods. The present study proposed a new equation to accurately predict the discharge through floating type sluice gate by reading the depth of water at upstream of the gate and it reveals relationship between the gate opening and water depth. It also derived a theoretical equation for variations of sluice gate discharge coefficient under free flow condition. Effects of factors on discharge coefficient were investigated. This new model can be used to predict the performance of sluice gates with different sizes under free -flow situations.
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页数：9
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