MEANDER FLOW MODEL .1. DEVELOPMENT

[1] ANALYSIS OF RIVER MEANDERS [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (01): : 37 - 50

[2] DEVRIEND HJ, 1983, 836 DELFT U TECH DEP

[3] INFLUENCE OF THE POINT-BAR ON FLOW THROUGH CURVED CHANNELS [J]. WATER RESOURCES RESEARCH, 1983, 19 (05) : 1173 - 1192

[4] ENGELUND F, 1976, NORD HYDROL, V7, P293

[5] Falcon M. A., 1979, THESIS U IOWA IOWA C

[6] FALCON MA, 1983, J FLUID MECH, V133, P1

[7] COMPUTATION OF THE FLOW IN SHALLOW RIVER BENDS [J]. JOURNAL OF HYDRAULIC RESEARCH, 1980, 18 (04) : 327 - 342

[8] KIKKAWA H, 1976, J HYDRAULICS DIVISIO, V102, P1317

[9] Langbein W.B., 1966, US GEOL SURVEY PRO H, V422-H, P15

[10] Luque R. F., 1976, J HYDRAUL RES, V14, P127, DOI DOI 10.1080/00221687609499677

[1] ANALYSIS OF RIVER MEANDERS [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (01): : 37 - 50

[2] DEVRIEND HJ, 1983, 836 DELFT U TECH DEP

[3] INFLUENCE OF THE POINT-BAR ON FLOW THROUGH CURVED CHANNELS [J]. WATER RESOURCES RESEARCH, 1983, 19 (05) : 1173 - 1192

[4] ENGELUND F, 1976, NORD HYDROL, V7, P293

[5] Falcon M. A., 1979, THESIS U IOWA IOWA C

[6] FALCON MA, 1983, J FLUID MECH, V133, P1

[7] COMPUTATION OF THE FLOW IN SHALLOW RIVER BENDS [J]. JOURNAL OF HYDRAULIC RESEARCH, 1980, 18 (04) : 327 - 342

[8] KIKKAWA H, 1976, J HYDRAULICS DIVISIO, V102, P1317

[9] Langbein W.B., 1966, US GEOL SURVEY PRO H, V422-H, P15

[10] Luque R. F., 1976, J HYDRAUL RES, V14, P127, DOI DOI 10.1080/00221687609499677