Numerical simulation of flow patterns at a bridge with debris

被引：0

作者：

Parola, AC ^{[1
]}

Kamojjala, S ^{[1
]}

Richardson, JE ^{[1
]}

Kirby, MW ^{[1
]}

机构：

[1] Univ Louisville, Louisville, KY 40292 USA

来源：

WATER RESOURCES ENGINEERING 98, VOLS 1 AND 2 | 1998年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A depth average finite element model (FESWMS-2DH) and a finite difference model (FLOW-3D) were used to simulate flow patterns at a bridge with a large debris accumulation. The simulated flows from the finite element and finite difference models are described. Both produced similar flow patterns that indicated the path of debris, the locations of observed scour, and the redirection of flow toward adjacent piers by a debris accumulation.

引用

页码：240 / 245

页数：6

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