Large-scale laboratory measurements of solitary wave inundation on a 1:20 slope

被引：44

作者：

Chang, Yu-Hsuan ^{[2
]}

Hwang, Kao-Shu ^{[2
]}

Hwung, Hwung-Hweng ^{[1
]}

机构：

[1] Natl Cheng Kung Univ, Dept Hydraul & Ocean Engn, Tainan 701, Taiwan

[2] Natl Cheng Kung Univ, Tainan Hydraul Lab, Tainan 701, Taiwan

来源：

COASTAL ENGINEERING | 2009年 / 56卷 / 10期

关键词：

Solitary waves; Wave run-up; Hydraulic pressure; Experiment; Wave tanks; RUN-UP; SWASH ZONE; BREAKING; BEACH; EVOLUTION; TSUNAMI; BORE;

D O I：

10.1016/j.coastaleng.2009.06.008

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The run-up flow and related pressure of solitary waves breaking on a 1:20 plane beach were investigated experimentally in a super tank (300 m x 5 m x 5.2 m). Swash flow measurements of flow velocities are compared with an existing analytical solution. By incorporating an analytical solution, the hydrodynamic pressure for a quasi-steady flow state is determined and compared with laboratory data. Concerning the evident extra pressure exerted by the impact of swash flow, an empirical drag coefficient for a circular plate is also suggested in the present study. (C) 2009 Elsevier B.V. All rights reserved.

引用

页码：1022 / 1034

页数：13

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