ALONGSHORE SEDIMENT TRANSPORT RATE

被引：237

作者：

KAMPHUIS, JW

机构：

[1] Dept. of Civ. Engrg., Queen's Univ., Kingston, ON

来源：

JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE | 1991年 / 117卷 / 06期

关键词：

D O I：

10.1061/(ASCE)0733-950X(1991)117:6(624)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper describes a study of alongshore sediment transport rate based on three-dimensional hydraulic model experiments performed with regular and irregular waves. Deep-water wave conditions, wave heights through the surf zone, wave-breaking angles, longshore current velocity distribution, and the bed-load and suspended-load sediment transport distributions are measured simultaneously to form a coherent data set. An expression is developed linking sediment transport rate to wave steepness, beach slope, relative grain size, and breaking angle. The expression compares well with published field data.

引用

页码：624 / 640

页数：17

共 21 条

[1] [Anonymous], 1984, SHORE PROTECTION MAN
[2] BRUNO RO, 1980, 17TH COAST ENG C ASC, P1453
[3] Gable C.G., 1981, 805 U CAL I MAR RES
[4] INMAN DL, 1980, 17TH P COAST ENG C, P1215
[5] CALCULATION OF LITTORAL SAND TRANSPORT RATE
KAMPHUIS, JW
DAVIES, MH
NAIRN, RB
SAYAO, OJ
[J]. COASTAL ENGINEERING, 1986, 10 (01) : 1 - 21
[6] KAMPHUIS JW, 1991, IN PRESS 24TH P C IN
[7] KAMPHUIS JW, 1978, 16TH P C COAST ENG H, P1656
[8] KAMPHUIS JW, 1982, 18TH P COAST ENG C, P1305
[9] KAMPHUIS JW, 1990, P CAN COASTAL C 90 K, P363
[10] KAMPHUIS JW, 1991, IN PRESS P COASTAL S

← 1 2 3 →