Discharge coefficient of a triangular side-weir located on a curved channel

被引:48
作者
Cosar, A [1 ]
Agaccioglu, H [1 ]
机构
[1] Yildiz Tech Univ, Dept Hydraul Engn, TR-34349 Istanbul, Turkey
关键词
water discharge; discharge coefficients; intakes; hydraulic structures; weirs; channel flow; curvature;
D O I
10.1061/(ASCE)0733-9437(2004)130:5(410)
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
This study aims to obtain sharp crested triangular side-weirs discharge coefficients both in the straight channel and along the bend by using a total of 1,735 experiments. It was found that triangular side-weirs discharging coefficients along the bend depend on the upstream Fronde number in the main channel (F), the apex angle of side-weir (theta), and the bend angle (alpha). Because there is much greater intensity of secondary flow created by lateral flow with an increase of the overflow length, sharp crested triangular side-weirs discharge coefficients of the apex angle theta = 120degrees were achieved more frequently than the others even at the straight channel in subcritical flow conditions. In a curved channel, the path of maximum velocity and the secondary current created by the bend both cause a much greater deviation angle towards the side-weir which is involved within F and L/b. Therefore, triangular side-weirs discharging coefficients along the bend are greater than the values obtained in the straight channel.
引用
收藏
页码:410 / 423
页数:14
相关论文
共 27 条
[1]   Side-Weir flow in curved channels [J].
Agaccioglu, H ;
Yuksel, Y .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1998, 124 (03) :163-175
[2]  
AGACCIOGLU H, 1998, J DIGEST 98 TURKISH, V9, P527
[3]  
AGACCIOGLU H, 1995, THESIS YILDIZ TU IST
[4]  
[Anonymous], 1972, J HYDR ENG DIV-ASCE, DOI DOI 10.1061/JYCEAJ.0003529
[5]  
[Anonymous], 1975, THESIS U SOUTHAMPTON
[6]  
[Anonymous], 1972, J HYDRAUL ENG ASCE, DOI DOI 10.1061/JYCEAJ.0003490
[7]  
[Anonymous], 1968, J HYDRAUL DIV, DOI DOI 10.1061/JYCEAJ.0001860
[8]   Discharge coefficient for sharp-crested side weir in subcritical flow [J].
Borghei, SM ;
Jalili, MR ;
Ghodsian, M .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (10) :1051-1056
[9]   ENERGY-EXPENDITURE IN CURVED OPEN CHANNELS [J].
CHANG, HH .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1983, 109 (07) :1012-1022
[10]   VARIATION OF FLOW RESISTANCE THROUGH CURVED CHANNELS [J].
CHANG, HH .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (12) :1772-1782