A UNIFIED BAR BEND THEORY OF RIVER MEANDERS

被引：258

作者：

BLONDEAUX, P

SEMINARA, G

机构：

来源：

关键词：

D O I：

10.1017/S0022112085002440

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

引用

页码：449 / 470

页数：22

共 36 条

[21]

HOOKE RL, 1974, 30 U UPPS UNG REP

[22] BEND THEORY OF RIVER MEANDERS .1. LINEAR DEVELOPMENT [J].

IKEDA, S ;

PARKER, G ;

SAWAI, K .

[23] PREDICTION OF ALTERNATE BAR WAVELENGTH AND HEIGHT [J].

IKEDA, S .

JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (04) :371-386

[24]

Ikeda S., 1976, P JAPAN SOC CIVIL EN, V255, P63

[25]

KIKKAWA H, 1976, J HYDRAUL DIV ASCE, V102, P1326

[26]

KINOSHITA R, 1974, SHINSABO, V94, P12

[27]

KISHI T, 1980, APPLICATION STOCHAST

[28] SECONDARY CURRENT AND RIVER-MEANDER FORMATION [J].

KITANIDIS, PK ;

KENNEDY, JF .

[29]

LEWIN J, 1976, GEOL SOC AM BULL, V87, P281, DOI 10.1130/0016-7606(1976)87<281:IOBFAM>2.0.CO

[30]