Effect of sediment gradation on erosion by plane turbulent wall jets

被引:77
作者
Aderibigbe, O
Rajaratnam, N
机构
[1] Golder Assoc Ltd, Calgary, AB T2P 3T1, Canada
[2] Univ Alberta, Dept Civil Engn, Edmonton, AB T6G 2G7, Canada
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1998年 / 124卷 / 10期
关键词
D O I
10.1061/(ASCE)0733-9429(1998)124:10(1034)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results of a laboratory study on the erosion of noncohesive sediment beds made of three different mixtures by deeply submerged plane turbulent wall jets. The sediment mixtures had median sizes of 6.75, 1.32, and 1.62 mm, and geometric standard deviations of 1.32, 2.02, and 3.13. The main objectives were to study the effect of sediment gradation on the asymptotic scour size and determine an effective size for the sediment mixtures for predicting erosion. The experimental observations and analysis presented in this study established that the sediment nonuniformity has a significant effect on the size of the scour hole produced by the jet. The effective size of the sediment mixture for obtaining a good correlation for the depth of scour was found to be d(95) rather than d(50) for defining the densimetric particle Froude number, F-o. The average reduction due to armoring in the maximum scour depth and dune height was found to be similar to 60%, and it was found to be 50% for the scour hale length and the distance of the dune.
引用
收藏
页码:1034 / 1042
页数:9
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