Water surface profiles in compound channel with multiple critical depths

Journal of Hydraulic Engineering

Volumn 122, Issue 12, 1996, Pages 703-709

  Sturm, Terry W ^a,b   Sadiq, Aftab ^c  

^a ASCE ^*

^b Georgia Institute of Technology   (United States)

^c Pakistan Army   (Pakistan)

Author keywords

[No Author keywords available]

Indexed keywords

FLOODS; RIVERS; WATER LEVELS; CALCULATIONS; CHANNEL FLOW; DEPTH INDICATORS; EQUATIONS OF MOTION; FLOW MEASUREMENT;

CHANNEL RESISTANCE; COMPOUND CHANNEL; CRITICAL DEPTH; FLOOD PLAINS; GRADUALLY VARIED FLOW; MANNING'S N; NUMERICAL SOLUTION; ONE-DIMENSIONAL EQUATION; RESISTANCE COEFFICIENTS; WATER SURFACE PROFILE;

BANKS (BODIES OF WATER); SURFACE WATERS;

COMPOUND CHANNEL; MULTIPLE CRITICAL DEPTHS; WATER SURFACE PROFILES;

CHANNEL; FLOOD PLAIN; WATER SURFACE;

EID: 0030324454     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1996)122:12(703)     Document Type: Article

References (25)

1. Ackers, P. (1993). "Stage-discharge functions for two-stage channels: The impact of new research." J. Inst. of Water and Envir. Mgmt., 7(1), 52-61.
2. Blalock, M. E., and Sturm, T. W. (1981). "Minimum specific energy in compound open channel." J. Hydr. Div., ASCE, 107(6), 699-717.
3. Blalock, M. E., and Sturm, T. W. (1983). closure to "Minimum specific energy in compound open channel." J. Hydr. Div., ASCE, 109(3), 483-487.
4. Chaudhry, M. H., and Bhallamudi, S. M. (1988). "Computation of critical depth in symmetrical compound channels." J. Hydr. Res., 26(4), 377-396.
5. Henderson, F. M. (1966). Open channel flow. MacMillan, New York, N.Y.
6. Keulegan, G. H. (1938). "Laws of turbulent flow in open channels," J. Res., Nat. Bureau of Standards, 21(Dec.) 707-740.
7. Knight, D. W., and Demetriou, J. D. (1983). "Flood plain and main channel flow interaction." J. Hydr. Div., ASCE, 109(8), 1073-1092.
8. Limerinos, J. T. (1970). "Determination of manning coefficient for measured bed roughness in natural channels." WSP 1898-B, USGS, Washington, D.C.
9. Myers, W. R. C. (1978). "Momentum transfer in a compound channel." J. Hydr. Div., ASCE, 16(2), 139-150.
10. Myers, W. R. C., and Brennan, E. K. (1990). "Flow resistance in compound channels." J. Hydr. Res., 28(2), 141-155.
11. Sadiq, A. (1994). "Clear-water scour around bridge abutments in compound channels," PhD thesis, Georgia Inst. of Technol., Atlanta, Ga.
12. Schoellhamer, D. H., Peters, J. C., and Larock, B. (1985). "Subdivision Froude number." J. Hydr. Engrg., ASCE, 111(7), 1099-1104.
13. Sellin, R. H. J. (1964). "A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain." La Houille Blanche, 7, 793-801.
14. Shearman, J. O. (1990). "User's manual for WSPRO-A computer model for water surface profile computations." Publ. No. FHWA-IP-89-027, USGS and FHWA, McLean, Va.
15. Shiono, K., and Knight, D. W. (1991). "Turbulent open-channel flows with variable depth across the channel." J. Fluid Mech., 222, 617-646.
16. Sturm, T. W. (1992). "Compound channel Froude number." Channel Flow Resistance: Centennial of Manning's Formula, Ben Chie Yen, ed., Water Resour. Publ., Littleton, Colo., 383-393.
17. Sturm, T. W., and Sadiq, A. (1991). "Water surface profiles and the compound channel Froude number for rough floodplains." Proc. of the Int. Symp. on Envir. Hydr., J. H. W. Lee and Y. K. Cheung, eds., A. A. Balkema, Rotterdam, The Netherlands, 1383-1389.
18. Sturm, T. W., Skolds, D., and Blalock, M. E. (1985). "Water surface profiles in compound channels." Proc., ASCE Hydr. Conf., Hydraulics and Hydrology in the Small Computer Age, ASCE, New York, N.Y., 569-574.
19. Wormleaton, P. R., Allen, J., and Hadjipanos, P. (1982). "Discharge assessment in compound channel flow." J. Hydr. Div., ASCE, 108(9), 975-93.
20. Wormleaton, P. R., and Hadjipanos, P. (1985). "Flow distribution in compound channels." J. Hydr. Engrg., ASCE, 111(2), 357-361.
21. Wormleaton, P. R., and Merrett, D. J. (1990). "An improved method of calculation of steady uniform flow in prismatic main channel/flood plain sections." J. Hydr. Res., 28(2), 157-174.
22. Wright, R. R., and Carstens, M. R. (1970). "Linear momentum flux to overbank sections." J. Hydr. Div., ASCE, 96(9), 1781-1793.
23. Yen, B. C., Camacho, R., Kohane, R., and Westrich, B. (1985). "Significance of floodplains in backwater computations." Proc., 21st Congr., Int. Assoc. for Hydr. Res., Instn. of Engrs., Australia, 439-445.
24. Yen, C. L., and Overton, D. E. (1973). "Shape effects on resistance in floodplain channels." J. Hydr. Div., ASCE, 99(1), 219-238.
25. Zheleznyakov, G. V. (1971). "Interaction of channel and floodplain streams." Proc., 14th IAHR Conf., Paris, France, 145-148.