Discharge Coefficient of Rectangular Side Weirs on Circular Channels

被引:12
|
作者
Azimi, Hamed [2 ,3 ]
Shabanlou, Saeid [1 ]
Ebtehaj, Isa [2 ,3 ]
Bonakdari, Hossein [2 ,3 ]
机构
[1] Islamic Azad Univ, Kermanshah Branch, Coll Agr, Dept Water Engn, Kermanshah, Iran
[2] Razi Univ, Dept Civil Engn, Kermanshah, Iran
[3] Razi Univ, Water & Wastewater Res Ctr, Kermanshah, Iran
关键词
discharge coefficient; side weir; circular channel; supercritical flow; 3D simulation; SUPERCRITICAL-FLOW; FREE-SURFACE;
D O I
10.1515/ijnsns-2016-0033
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study, the flow turbulence and variations of the supercritical free surface flow in a circular channel along a side weir are simulated as three dimensional using the RNG k-epsilon turbulence model and volume of fluid (VOF) scheme. Comparison between the numerical model and experimental measurements shows that the numerical model simulates the free surface flow with good accuracy. According to the numerical model results, the specific energy variations along the side weir for the supercritical flow regime are almost constant and the energy drop is not significant but by increasing the side weir length the energy difference between the side weir upstream and downstream increases. Next, using the nonlinear regression (NLR) and analysis of the simulation results, some relationships for calculating the discharge coefficient of side weir on circular channels in supercritical flow regime are provided.
引用
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页码:391 / 399
页数:9
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