Discharge Ratios in Smooth and Rough Compound Channels

Journal of Hydraulic Engineering

Volumn 123, Issue 3, 1997, Pages 182-188

  Myers, R C ^a   Lyness, J F ^a  

^a UNIVERSITY OF ULSTER   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BANKS (BODIES OF WATER); FLOODS; CHANNEL FLOW; GEOMETRY; RIVERS;

BED SLOPE; COMPOUND CHANNEL; CROSSSECTIONAL GEOMETRY; DISCHARGE CAPACITIES; DISCHARGE RATIO; FLOOD PLAINS; FLOODPLAIN DISCHARGES; LARGE-SCALES; SIMPLE METHOD; SMALL SCALE;

RIVERS; DISCHARGE (FLUID MECHANICS);

COMPOUND CHANNELS; DISCHARGE RATIOS; FLOODPLAIN BED SLOPE; FLOODPLAIN DISCHARGE;

CHANNELS; DISCHARGE RATE; RIVERS;

BANKFULL DISCHARGE; CHANNEL HYDRAULICS; DISCHARGE RATE; FLOODPLAIN HYDRAULICS;

EID: 0031106378     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1997)123:3(182)     Document Type: Article

References (29)

1. Ackers, P. (1991). "Hydraulic design of straight compound channels." Rep. SR 281, HR Wallingford, Ltd., Wallingford, England.
2. Ackers, P. (1992). "Hydraulic design of two-stage channels." Proc.• lnst. Civ. Engrs.• Water, Maritime & Energy, London, 96, 247-257.
3. Ackers, P. (1993). "Flow formulae for straight two-stage channels." J. Hydr. Res., 31(4), 509-531.
4. Dracos, T., and Hardegger, P. (1987). "Steady uniform flow in prismatic channels with flood plains." J. Hydr. Res., 25(2), 169-185.
5. Elliott, S. C. A., and Sellin, R. H. J. (1990). "SERC flood channel facility: skewed flow experiments." J. Hydr. Res., 28(2), 197-214.
6. Greenhill, R. K., and Sellin, R. H. J. (1993). "Development of a simple method to predict discharge in compound meandering channel." Proc., Inst. Civ. Engrs., Water Maritime & Energy, London, 101 (March), 37-44.
7. James, M. and Brown, B. J. (1977). "Geometric parameters that influence flood plain flow." Res. Rep. H-77-I, U.S. Army Engeg., Wtrwy. Experiment Station, U.S. Army Corps of Enges., Vicksburg, Miss.
8. James, J. B.• and Wark, C. S. (1992). "Conveyance estimation for meandering channels." Rep. SR 329, HR Wallingford Ltd., Wallingford, England.
9. Knight, D. W., and Demetriou, J. D. (1983). "Flood plain and main channel interaction." J. Hydr. Div., ASCE, 109(8), 1073-1092.
10. Knight, D. W., and Sellin, R. H. J. (1987). "The SERC flood channel facility." J. Inst. Water & Envir. Mgmt., 1(2), 198-204, London.
11. Knight, D. W., Shiono, K., and Pirt, J. (1989). "Prediction of depth mean velocity and discharge in natural rivers with overbank flows." Proc., Int. Conf on Hydr. and Envir. Modelling of Coast.• Estuarine & River Waters, Gower Tech. Paper, 38, 419-428.
12. Knight, D. W., and Shiono, K. (1990). "Turbulence measurements in a shear layer region of a compound channel." J. Hydr. Res., 28(2), 175-196.
13. Knight, D. W., ed. (1992). "SERC flood channel facility: experimental data-phase A." Rep. SR 314, HR Wallingford Ltd., Wallingford, England.
14. Lyness, J. E, and Myers, W. R. C. (1994a). "Comparisons between measured and numerical1y model1ed unsteady flows in a compound channel using different representations of friction slope." Proc.• 2nd Int. Conf on River Flood Hydr., John Wiley & Sons, Chichester, England, 383-392.
15. Lyness, J. E, and Myers, W. R. C. (I994b). "Velocity coefficients for overbank flows in a compact compound channel and their effects on the use of one dimensional flow models." Proc.• 2nd Int. Conf on Hydr. Modelling, Mech. Engrg. Pub\. Ltd., London, 379-398.
16. Martin, L. A., and Myers, W. R. C. (1991). "Measurement of overbank flow in a compound river channel." Proc.• Instn. Civ. Engrs., London, 91, Part 2, 645-657.
17. Myers, W. R. C. (1978). "Momentum transfer in a compound channel." J. Hydr. Res., 16(2), 139-150.
18. Myers, W. R. C. (1984). "Frictional resistance in channels with flood plains." Proc., 1st Int. Conf on Channels and Channel Control Struct., Springer-Verlag, Heidelberg, Germany, 4.73 -4.87.
19. Myers, W. R. C., and Brennen, E. K. (1990). "Flow resistance in compound channels." J. Hydr. Res., 28(2), 141-155.
20. Myers, W. R. C. (1990). "Physical modelling of a compound river channel." Proc.• 1st Int. Conf on River Flood Hydr., John Wiley & Sons, Chichester, England, 381-390.
21. Posey, C. J. (1967). "Computation of discharge including overbank flow." Civ. Engrg., April, 62-63, ASCE, New York, N.Y.
22. Rice, C. E., and Araveeporn, R. (1975). "Resistance to flow in a compound channel." Trans., Am. Assn. Agric. Engrs., 18, Part 5,869-872.
23. Sellin, R. H. J. (1964). "A laboratory investigation into the interaction between flow in the channel of a river and that over its flood plain." La Houille Blanche, 7, 793-801.
24. Sellin, R. H. J., Ervine, D. A., and Willetts, B. B. (1993). "Behaviour of meandering two-stage channels." Proc.• Inst. Civ. Engrs., Water Maritime & Energy, 10I(June), 99-111.
25. Wark, J. B., Samuels, P. G., and Ervine, D. A. (1990). "A practical method of estimating velocity and discharge in compound channels." Proc.• Int. Conf on River Flood Hydr., John Wiley & Sons, Chichester, England, 163- 172.
26. Wark, I. B., and James, C. S. (1994). "An application of a new procedure for estimating discharges in meandering overbank flows to field data." Proc.• 2nd Int. Conf on River Flood Hydr., John Wiley & Sons, Chichester, England, 405-414.
27. Wormleaton, P. R., Allen, J., and Hadjipanos, P. (1982). "Discharge assessment in compound channel flow." J. Hydr. Div., ASCE, 108(9), 975-994.
28. Wormleaton, P. R., and Merritt, D. J. (1990). "An improved method of calculation for steady uniform flow in prismatic main channeVflood plain sections." J. Hydr. Res., 28(2), 157-174.
29. Zheleznyakov, G. V. (1971). "Interaction of channel and flood plain streams." Proc., 14th Int. Congr., Int. Assn. Hydr. Res., Paris, 144-148.