VARIATION OF FLOW RESISTANCE THROUGH CURVED CHANNELS

[1] BAGNOLD RA, 1960, 282E US GEOL SURV PR

[2] CHANG HH, 1983, J HYDRAULIC ENG ASCE, V109

[3] Chow V.T., 1959, OPEN CHANNEL HYDRAUL, P680

[4] INCE EL, 1956, ORDINARY DIFFERENTIA, P558

[5] IPPEN AT, 1962, J HYDRAUL DIV AM SOC, V88, P143

[6] KIKKAWA H, 1976, J HYDR ENG DIV-ASCE, V102, P1327

[7] LEOPOLD LB, 1960, 282D US GEOL SURV PR

[8] Mockmore C. A., 1944, T ASCE, V109, P593

[9] NURNER W, 1956, VDI FORSCHUNGSHEFT B, V2

[10] ODGAARD AJ, 1981, J HYDR ENG DIV-ASCE, V107, P1677

[1] BAGNOLD RA, 1960, 282E US GEOL SURV PR

[2] CHANG HH, 1983, J HYDRAULIC ENG ASCE, V109

[3] Chow V.T., 1959, OPEN CHANNEL HYDRAUL, P680

[4] INCE EL, 1956, ORDINARY DIFFERENTIA, P558

[5] IPPEN AT, 1962, J HYDRAUL DIV AM SOC, V88, P143

[6] KIKKAWA H, 1976, J HYDR ENG DIV-ASCE, V102, P1327

[7] LEOPOLD LB, 1960, 282D US GEOL SURV PR

[8] Mockmore C. A., 1944, T ASCE, V109, P593

[9] NURNER W, 1956, VDI FORSCHUNGSHEFT B, V2

[10] ODGAARD AJ, 1981, J HYDR ENG DIV-ASCE, V107, P1677