Swash overtopping a truncated plane beach

被引：107

作者：

Peregrine, DH ^{[1
]}

Williams, SM ^{[1
]}

机构：

[1] Univ Bristol, Sch Math, Bristol BS8 1TW, Avon, England

来源：

JOURNAL OF FLUID MECHANICS | 2001年 / 440卷

关键词：

D O I：

10.1017/S002211200100492X

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

Swash on a plane beach is modelled by using a solution of the shallow-water equations due to Shen & Meyer (1963). The equations are used in a form appropriate for a plane at a finite angle to the horizontal. The beach is cut-off at a level below that of the maximum run-up, and the water is taken to fall freely over the end of the beach. An explicit solution is found which permits evaluation of the overtopping flow and total volume for one swash event.

引用

页码：391 / 399

页数：9

共 20 条

[1]

BARNES TCD, 1996, THESIS BRISTOL U

[2]

BESLEY P, 1998, P C COASTL STRUCT BR

[3] WATER WAVES OF FINITE AMPLITUDE ON A SLOPING BEACH [J].

CARRIER, GF ;

GREENSPAN, HP .

JOURNAL OF FLUID MECHANICS, 1958, 4 (01) :97-109

[4] Numerical model of wave run-up, overtopping, and regeneration [J].

Dodd, N .

JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1998, 124 (02) :73-81

[5]

FRANCO L, 1994, P 24 INT C COAST ENG, P1030

[6] SURF AND RUN-UP ON A BEACH - UNIFORM BORE [J].

HIBBERD, S ;

PEREGRINE, DH .

JOURNAL OF FLUID MECHANICS, 1979, 95 (NOV) :323-345

[7] CLIMB OF A BORE ON A BEACH .1. UNIFORM BEACH SLOPE [J].

HO, DV ;

MEYER, RE .

JOURNAL OF FLUID MECHANICS, 1962, 14 (02) :305-318

[8] Numerical simulation of wave overtopping of coastal structures using the non-linear shallow water equations [J].

Hu, K ;

Mingham, CG ;

Causon, DM .

COASTAL ENGINEERING, 2000, 41 (04) :433-465

[9]

JERVIS M, 1996, P 25 INT C COAST ENG, P2192

[10]

MEYER RE, 1972, WAVES BEACHES RESULT, P357

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