Accounting for random wave run-up in overtopping predictions

被引:24
作者
Hedges, TS [1 ]
Reis, MT
机构
[1] Univ Liverpool, Liverpool L69 3BX, Merseyside, England
[2] Natl Civil Engn Lab, Hydraul & Environm Dept, Harbours & Maritime Struct Div, Lisbon, Portugal
关键词
coastal engineering; sea defences; design methods and aids;
D O I
10.1680/maen.2004.157.3.113
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The paper describes a method for predicting the rates of overtopping of seawalls by random waves. The procedure links the overtopping rate to information on wave run-up. Output from the procedure is compared with physical model data not used in its original calibration, and with the results from two other methods commonly employed for predicting overtopping discharges. The output is shown to be in good agreement with the new data, despite the fact that these measurements cover a much wider range of incident wave steepnesses and storm durations than those used in the original calibration. The method is also shown to predict lower overtopping rates than the two alternative procedures for both low and high relative seawall freeboards, together with similar or higher overtopping rates in the middle range of freeboards for which most physical model data are available.
引用
收藏
页码:113 / 122
页数:10
相关论文
共 18 条
[1]  
BAY I, IN PRESS P 29 COAST
[2]  
*CIRIA CUR, 1991, SPEC PUBL CIRIA CUR, V83
[3]   Mean overtopping rate in swell and bimodal seas [J].
Hawkes, PJ .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MARITIME AND ENERGY, 1999, 136 (04) :235-238
[4]  
HAWKES PJ, 1998, IMPACT BIMODAL SEAS
[5]  
Hedges TS, 1998, P I CIVIL ENG-WATER, V130, P1
[6]  
HEDGES TS, 2002, P 28 COAST ENG C CAR, V2, P2153
[7]  
HEDGES TS, 2000, P COAST ENV 2000 C S, P13
[8]  
HOGBEN N, 1990, SEA
[9]  
HUGHES SA, 1987, P COASTAL HYDRODYNAM, P17
[10]  
*HYDR RES STAT, 1980, 924 HYDR RES STAT