Backwater prediction due to the blockage caused by a single, submerged spur dike in an open channel

被引:17
作者
Azinfar, H. [1 ]
Kells, J. A. [1 ]
机构
[1] Univ Saskatchewan, Dept Civil & Geol Engn, Saskatoon, SK S7N 5A9, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
8;
D O I
10.1061/(ASCE)0733-9429(2008)134:8(1153)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A method is proposed for predicting the backwater effect due to a single, submerged spur dike located within an open channel flow. A theoretical analysis based on the momentum principle relates the backwater effect to the drag force exerted by the spur dike on the flow. Experimental data obtained in laboratory flumes having subcritical flow conditions throughout the flow field have been used in developing predictive relationships for the spur dike drag coefficient, which is found to be strongly correlated to the blockage created by the spur dike within the flow cross section. The predictive relationships provide a means of obtaining a first-level estimate of the backwater effect due to a single, submerged spur dike in an open channel flow.
引用
收藏
页码:1153 / 1157
页数:5
相关论文
共 9 条
  • [1] Belz JU, 2001, P I CIVIL ENG-WATER, V148, P123
  • [2] Criss RE, 2001, GEOLOGY, V29, P875, DOI 10.1130/0091-7613(2001)029<0875:FETFC>2.0.CO
  • [3] 2
  • [4] Oak AG, 1992, THESIS U SASKATCHEWA
  • [5] Pinter N., 2001, EOS T AM GEOPHYS UN, V82, P333, DOI [10.1029/01EO00199, DOI 10.1029/01EO00199]
  • [6] FLOW NEAR GROIN-LIKE STRUCTURES
    RAJARATNAM, N
    NWACHUKWU, BA
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1983, 109 (03): : 463 - 480
  • [7] RAJU KGR, 1976, J IND AERODYNAM, V1, P301
  • [8] *SPSS, 1999, US GUID VERS 9
  • [9] Yossef, 2002, EFFECT GROYNES RIVER