Hydraulic modeling for the Padma River Bridge

被引：0

作者：

Vasquez, J. A. ^{[1
]}

McLean, D. G. ^{[1
]}

O'Connor, V. F. ^{[1
]}

Zimmermann, A. ^{[1
]}

机构：

[1] Northwest Hydraul Consultants, N Vancouver, BC, Canada

来源：

RIVER FLOW 2012, VOLS 1 AND 2 | 2012年

关键词：

D O I：

暂无

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

A new 6.2 km long bridge crossing, designed for a discharge of 148,000m(3)/s, has been proposed over the Padma River in Bangladesh. Design scoured depths are approximately 62 m at the river training works and about 77 m at the bridge piers. These design values were estimated based on a hybrid approach that combined several types of hydraulic models, such as hydrodynamic numerical models, morphodynamic numerical models and movable-bed physical models.

引用

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页码：1227 / 1233

页数：7

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