Critical submergence for side circular intake in an open channel flow

被引:17
作者
Hashid, Muhammed [1 ]
Hussain, Ajmal [2 ]
Ahmad, Zulfequar [1 ]
机构
[1] Indian Inst Technol Roorkee, Dept Civil Engn, Roorkee, Uttar Pradesh, India
[2] Aligarh Muslim Univ, Zakir Husain Coll Engn & Technol, Dept Civil Engn, Aligarh, Uttar Pradesh, India
关键词
Critical submergence; Froude number; open channel flow; side intakes; vortex; VORTEX; PREDICTION;
D O I
10.1080/00221686.2020.1744749
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Formation of an air-entraining vortex in the vicinity of an intake structure is considered to be a major problem of the intake. These vortices are not acceptable as they decrease the efficiency of the intake structures. Adequate submergence above the intake can effectively halt the formation of such vortices. The present study deals with the analytical and experimental works carried out on a horizontal side circular intake with and without bellmouth transitions in an open channel flow. The parameters affecting the critical submergence of intakes have been identified and relevant parameters have been used to develop relationships for the critical submergence of the side circular intakes. The accuracy of the proposed relationships is well within the acceptable limit. The results of the present study can be utilized by field engineers and practitioners for the rational design of side intakes used for diverting flow without the formation of air-entraining vortices.
引用
收藏
页码:136 / 147
页数:12
相关论文
共 32 条
[1]  
AHMAD Z, 2008, DAM ENG, V19, P71
[2]  
Anwar HabibO., 1968, Water Power, V10, P393
[3]   SIMILARITY OF FREE-VORTEX AT HORIZONTAL INTAKE [J].
ANWAR, HO ;
WELLER, JA ;
AMPHLETT, MB .
JOURNAL OF HYDRAULIC RESEARCH, 1978, 16 (02) :95-105
[4]   Predictive model-based for the critical submergence of horizontal intakes in open channel flows with different clearance bottoms using CART, ANN and linear regression approaches [J].
Ayoubloo, Mohammad Karim ;
Azamathulla, H. Md. ;
Jabbari, Ebrahim ;
Zanganeh, Morteza .
EXPERT SYSTEMS WITH APPLICATIONS, 2011, 38 (08) :10114-10123
[5]  
DAGGETT LL, 1974, J HYDR ENG DIV-ASCE, V100, P1565
[6]  
Denny D.F., 1956, Proceedings of the Institution of Mechanical Engineers, V170, P106, DOI DOI 10.1243/PIMEPROC195617001902
[7]   Prediction of critical submergence for a rectangular intake [J].
Eroglu, Nihat ;
Bahadirli, Tolga .
JOURNAL OF ENERGY ENGINEERING-ASCE, 2007, 133 (02) :91-103
[8]  
Gordon J L, 1970, J WATER POWER, V22, P137
[9]  
Gulliver J.S., 1986, Water Power Dam Construction, P24
[10]   Discharge characteristics of lateral circular intakes in open channel flow [J].
Hashid, M. ;
Hussain, A. ;
Ahmad, Z. .
FLOW MEASUREMENT AND INSTRUMENTATION, 2015, 46 :87-92