IRREGULAR WAVE RUNUP ON RIPRAP REVETMENTS.

被引：0

作者：

Ahrens, John P. ^{[1
]}

Heimbaugh, Martha S. ^{[1
]}

机构：

[1] US Army Engineers Waterways, Experiment Station, Vicksburg, MS,, USA, US Army Engineers Waterways Experiment Station, Vicksburg, MS, USA

来源：

Journal of Waterway, Port, Coastal and Ocean Engineering | 1988年 / 114卷 / 04期

关键词：

HYDRAULIC MODELS - Testing - INLAND WATERWAYS - Revetments - WATER WAVES;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

This paper presents a new method for calculating the approximate upper limit of wave runup on riprap. This method can be used to compute the elevation which protection needs can be extended to prevent exceedance by runup, or used to estimate potential severity of wave overtopping. Data sources for this paper were two model studies that investigated wave runup on riprap protected dredge disposal dikes in the Great Lakes and the stability of and wave runup on riprap, to be used to protect Herbert Hoover Dike on Lake Okeechobee, Florida.

引用

页码：524 / 530