Revisiting the Energy-Momentum Method for Rating Vertical Sluice Gates under Submerged Flow Conditions

被引:14
|
作者
Castro-Orgaz, Oscar [1 ]
Mateos, Luciano [1 ]
Dey, Subhasish [2 ]
机构
[1] CSIC, Inst Agr Sostenible, Cordoba 14080, Spain
[2] Indian Inst Technol, Dept Civil Engn, Kharagpur 721302, W Bengal, India
关键词
Canal gates; Discharge measurement; Hydraulic calibration; Open channel flow; Steady flow; HYDRAULIC JUMPS; RADIAL GATES; CALIBRATION;
D O I
10.1061/(ASCE)IR.1943-4774.0000552
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Submerged sluice gates may be used as discharge measuring structures in irrigation channels. One commonly used model to predict discharge under submerged gates is based on the simultaneous solution of the energy and momentum equations ( EM method). The conventional assumption for the solution is that the roller forming downstream of the gate is a static bubble of water with zero net flux of both momentum and kinetic energy. Energy losses along the submerged gate flow are commonly neglected. In this study, rational analysis of the EM method shows that the roller momentum flux and the energy loss may be considerable. A novel formulation of the EM method accounting for these two phenomena is proposed. Although it yields results similar to those of the conventional method, the new method introduces rationality in the application of the EM equations for submerged gate flow and helped to critically revise the assumptions in which the conventional EM method is based. DOI: 10.1061/(ASCE)IR.1943-4774.0000552. (C) 2013 American Society of Civil Engineers.
引用
收藏
页码:325 / 335
页数:11
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