CROSS-SHORE PROFILE MODELS

被引：98

作者：

ROELVINK, JA ^{[1
]}

BROKER, I ^{[1
]}

机构：

[1] DANISH HYDRAUL INST, DK-2970 HORSHOLM, DENMARK

来源：

COASTAL ENGINEERING | 1993年 / 21卷 / 1-3期

关键词：

D O I：

10.1016/0378-3839(93)90049-E

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper aims at describing the state of the art in modelling of cross-shore profile evolution. After a discussion of various classes of models concepts, attention is focused on process-based models. Various transport concepts used in process-based models are compared in relation with the dominant processes to be modelled. The demands on the hydrodynamic components of the models are discussed, and available hydrodynamic models are evaluated in this context. Results are presented of an intercomparison of five morphodynamic models operational in Europe, in the framework of MAST-G6M. Individual strong points and common weak spots are identified. The latter lead to recommendations on further research.

引用

页码：163 / 191

页数：29

共 71 条

[21]

ENGELUND F, 1976, NORD HYDROL, V7

[22]

FOELVINK JA, 1993, COAST ENG, V19, P127

[23]

FREDSOE J, 1985, J WATERW PORT COASTA, V111

[24]

FREDSOE J, 1984, J HYDRAUL ENG ASCE, V110

[25] VELOCITY MOMENTS IN NEARSHORE [J].

GUZA, RT ;

THORNTON, EB .

JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 1985, 111 (02) :235-256

[26] WAVE TRANSFORMATION IN THE NEARSHORE ZONE - A REVIEW [J].

HAMM, L ;

MADSEN, PA ;

PEREGRINE, DH .

COASTAL ENGINEERING, 1993, 21 (1-3) :5-39

[27]

HEDEGAARD IB, 1992, 23RD P INT C COAST E

[28]

HEDEGAARD IB, 1991, P ASCE SPECIALTY C C

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

HIBBERD, S ;

PEREGRINE, DH .

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

[30]

KATOPODI I, 1992, 23RD P INT C COAST E

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