WAVE RUNUP FORMULAS FOR SMOOTH SLOPES

被引：24

作者：

AHRENS, JP ^{[1
]}

TITUS, MF ^{[1
]}

机构：

[1] AUTOMAT SUPPORT ACTIV, WASHINGTON, DC USA

来源：

JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING | 1985年 / 111卷 / 01期

关键词：

COASTAL ENGINEERING - Design - WAVES - Velocity;

D O I：

10.1061/(ASCE)0733-950X(1985)111:1(128)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

One of the most important considerations in the design of a coastal structure is an understanding of the characteristics of wave runup. Because of this, a number of formulas have been developed to predict wave runup elevations. The value of a runup formula lies not only in its ability to predict wave runup and in its convenience of use, but also because the terms and coefficients can be examined to gain insight into the nature of the physical processes. This note comments on some runup formulas and develops a method, using formulas, which makes accurate runup predictions for a wide range of conditions.

引用

页码：128 / 133

页数：6

共 8 条

[1]

AHRENS JP, 1981, CETA8117 US ARM COAS

[2]

Battjes J.A., 1974, COASTAL ENG P, P466, DOI [10.9753/icce.v14.26, DOI 10.9753/ICCE.V14.26]

[3] WAVE RUN-UP FORMULA OF UNIVERSAL APPLICABILITY [J].

CHUE, SH .

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1980, 69 (DEC) :1035-1041

[4]

DEAN RG, 1974, 1 US ARM COAST ENG R, V1

[5]

Hunt J, 1959, J WATERWAYS HARBORS, V85, P123, DOI DOI 10.1061/JWHEAU.0000129

[6]

Le Mehaute B., 1968, J WATERWAYS PORT HAR, V94, P77

[7]

SAVAGE RP, 1958, J WATERWAYS HARBOR D, V84

[8]

SAVILLE T, 1956, J WATERWAYS HARBORS, V82

← 1 →