Comparison of Width and Friction Factor Predictors and Implications
Publication: Journal of Hydraulic Engineering
Volume 121, Issue 5
0733-9429(1995)121:5(432)/asset/a0e62b79-2055-4cb7-838f-2761e9f1dd9c/assets/(asce)0733-9429(1995)121:5(432).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Alam, A. M. Z., and Kennedy, J. F.(1969). “Friction factors for flow in sand bed channels.”J. Hydr. Div., ASCE, 95(6), 1973–1992.
2.
Bettess, R., White, S. R., and Reeve, C. E. (1988). “On the width of regime channels.”Proc., Int. Conf. on River Regime, Hyd. Res., Ltd., U.K., 149–161.
3.
Brownlie, W. R.(1983). “Flow depth in sand bed channels.”J. Hydr. Engrg., ASCE, 109(7), 959–990.
4.
Chang, H. H. (1979). “River channel changes: adjustments of equilibrium.”Engrg. Series No. 85144, Engineering of River Sedimentation, SDSU, San Diego, Calif.
5.
Chang, H. H. (1985). “River morphology and thresholds.”J. Hydr. Engrg., ASCE, 509–519.
6.
Chitale, S. V.(1970). “River channel patterns.”J. Hydr. Engrg., ASCE, 96(1), 201–221.
7.
Chitale, S. V. (1977). “Sympathetic changes in river regime.”Proc., Inst. of Civ. Engrg., Part 2, London, England, 613–623.
8.
Einstein, H. A., and Barbarossa, N.(1952). “River channel roughness.”Trans., ASCE, 117, 1121–1126.
9.
Garde, R. J., and Ranga Raju, K. G. R.(1966). “Resistance relationships for alluvial channel flow.”J. Hydr. Div., ASCE, 92(4), 77–100.
10.
Haynie, R. B., and Simons, D. B.(1968). “Design of stable channels in alluvial materials.”J. Hydr. Div., ASCE, 94(6), 1399–1420.
11.
Lacey, G. (1929). “Stable channels in alluvium.”Proc., Inst. Civ. Engrg., Vol. 229, 259.
12.
Lindley, E. S. (1919). “Regime channels.”Proc., Punjab Engrg., Congr., Lahore, Pakistan, 63–74.
13.
Lovera, F., and Kennedy, J. F. (1969). Friction factors for flat bed flows in sand channels.”J. Hydr. Engrg., ASCE, 95(4), 1227–1234.
14.
Parker, G. (1978). “Self formed straight rivers with equilibrium banks and mobile bed, part I sand-silt river.”J. Fluid Mech.
15.
Ramettee, M. (1979). “One approach rationelle de la morphologic fluviale.”La Houille Blanch, No. 8, 491–498 (in French).
16.
Schumm, S. A.(1969). “River metamorphosis.”J. Hydr. Div., ASCE, 95(1), 255–273.
17.
Singh, B.(1961). “Bed load transport in channels.”I. & P.J., C.B.I.P., India, 18(5), 411–430.
18.
Singh, B. (1983). “Self adustment of alluvial streams.”Proc., 2nd Int. Symp. on River Sedimentation, Nanjing, China, 295–303.
19.
Stevens, M. A.(1989). “Width of straight alluvial channels.”J. Hydr. Engrg., ASCE, 115(2), 309–326.
20.
Thorne, C. R. (1982). “Processes and mechanisms of river bank erosion in gravel bed rivers.” R. D. Hey, J. C. Bathurst, and C. R. Thorne, eds, John Wiley & Sons, Ltd., Chichester, U.K.
21.
White, W. R., Bettess, R., and Paris, E. (1982). “Analytical approach to river regime.”J. Hydr. Div., ASCE, 1179–1193.
22.
Yang, C. T., and Sang, C. S. (1979). “Theory of minimum rate of energy dissipation.”J. Hydr. Div., ASCE, 769–784.
Information & Authors
Information
Published In
Journal of Hydraulic Engineering
Volume 121 • Issue 5 • May 1995
Pages: 432 - 436
Copyright
Copyright © 1995 American Society of Civil Engineers.
History
Published online: May 1, 1995
Published in print: May 1995
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.