SIMULATION OF PIERS IN HYDRAULIC MODELS.

被引：0

作者：

Ball, David J.

机构：

来源：

American Society of Civil Engineers, Journal of the Waterways, Harbors and Coastal Engineering Division | 1974年 / 100卷 / WW1期

关键词：

FLOW OF WATER - HYDRODYNAMICS - OIL TERMINALS - PIERS - PORT TERMINALS;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Two new methods are proposed for the simulation of piers and similar complex structures in hydraulic models. The methods are based on similarity of parameters formed by modification of the hydrodynamic drag equation and are intended for use when scale models do not provide the required resistance to flow due to lack of similarity of Reynolds numbers. A description is given to the application of these methods to the simulation of oil terminal structures in a hydraulic model of the River Mersey estuary.

引用

页码：23 / 34

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