Comparison of Wave Run-Up Formulas by Flume Experiments

Lei Wang; Shou Xian Zhu; Xun Qiang Li; Wen Jing Zhang; Wen Chao Wang

doi:10.4028/www.scientific.net/AMM.556-562.4151

Paper Titles

The Equilibrium Existence Theorem for Systems of General Quasiequilibrium Problems in GFC-Spaces
p.4128

A Method of Feature Selection of Voice Content Classification Based on Analysis of Variance in Orthogonal Experiments
p.4133

A Novel Map Matching Algorithm
p.4139

Application of the Average Rank Time Method in Parameter Estimation for Fixed-Time Censoring Experiment
p.4146

Comparison of Wave Run-Up Formulas by Flume Experiments
p.4151

Numerical Simulation of the Effection of Inlet Velocity in GaN Growth by MOCVD
p.4155

Research on Optimal Routing Algorithm with End-to-End Delay Bounded
p.4159

Flow Simulation of Transfer Station and Optimization of Skirtboard
p.4163

Regression & Correlation Analysis of Higher Mathematics on Probability and Statistics
p.4167

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 556-562Comparison of Wave Run-Up Formulas by Flume...

Comparison of Wave Run-Up Formulas by Flume Experiments

Abstract:

The wave run-up formulas from the Code of Hydrology for Sea Harbour (CHSH), the Code for design of levee project (CDLP) and Hunt are all widely used, but they are in different forms of mathematical equations. In this paper, some flume experiments for wave run-up are made to examine these formulas. The tests show that the wave run-up formula from Hunt is in good agreement with the experiments. The wave run-up formula from CDLP has been usually used in steep slopes, while the tests show that it is also in good agreement with the experiments in the small slope flume. The wave run-up formula from CHSH is also used mainly in steep slopes, it brings significant error of the wave run-up calculation contrasting with the experiments.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 556-562)

Pages:

4151-4154

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.556-562.4151

Citation:

Cite this paper

Online since:

May 2014

Authors:

Lei Wang*, Shou Xian Zhu, Xun Qiang Li, Wen Jing Zhang, Wen Chao Wang

Keywords:

Code for Design of Levee Project, Code of Hydrology for Sea Harbour, Flume Experiment, Wave Run-Up Formula, Wave Run-Up Formula from Hunt

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Shengchang Wen, Zhouwen Yu. The wave theory and calculation principle [M]. Beijing: Sciences Press. 1984：556-562. In Chinese.

Google Scholar

[2] Zheng Wang , Guoping Chen . The comparison and analyses of irregular wave run-up formulas on single slope, Traffic College of Hohai University. 2007. In Chinese.

Google Scholar

[3] JTJ 213-98, Code of Hydrology for Sea Harbour[S]. Beijing: The Ministry of Communications of PRC, 1998. In Chinese.

Google Scholar

[4] GB 50286-98, Code for design of levee project[S]. Beijing: the PRC Ministry of Construction, 1998. In Chinese.

Google Scholar

[5] Van der Meer J W．Wave run-up and wave overtopping at dikes[R]. Delft Netherlands, 2002.

Google Scholar

[6] Hunt, I. A., Design of seawalls and breakwaters[J]. Waterways and Harbors Division, 85(WW3), 1959, 123—151.

DOI: 10.1061/jwheau.0000129

Google Scholar