Influence of cohesion on scour around bridge piers

被引：74

作者：

Ansari, SA ^{[1
]}

Kothyari, UC

Raju, KGR

机构：

[1] Aligarh Muslim Univ, Dept Civil Engn, Aligarh, Uttar Pradesh, India

[2] Univ Roorkee, Roorkee 247667, Uttar Pradesh, India

[3] Indian Inst Technol, Dept Civil Engn, Roorkee, Uttar Pradesh, India

来源：

JOURNAL OF HYDRAULIC RESEARCH | 2002年 / 40卷 / 06期

关键词：

D O I：

10.1080/00221680209499918

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Experimental results on temporal variation of scour around circular bridge piers founded in cohesionless and cohesive sediments under steady clear water flows are reported. The difference between scour patterns in cohesionless and cohesive sediments is brought out. Considering the horse shoe vortex to be the prime agent causing scour, a procedure is developed for computing the temporal variation of scour depth in cohesive sediments. Empirical relationships have also been obtained for maximum scour depth around bridge piers in cohesive sediments.

引用

页码：717 / 729

页数：13

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