Stage-discharge prediction in compound channels

Journal of Hydraulic Engineering

Volumn 140, Issue 4, 2014, Pages

  Yang, Kejun ^a,b   Liu, Xingnian ^a   Cao, Shuyou ^a   Huang, Er ^a  

^a SICHUAN UNIVERSITY   (China)

^b LOUGHBOROUGH UNIVERSITY   (United Kingdom)

Author keywords

Compound channels; Discharge; Discharge distribution; Momentum transfer coefficient

Indexed keywords

BANKS (BODIES OF WATER); DISCHARGE (FLUID MECHANICS); FLOODS; MOMENTUM TRANSFER; STREAM FLOW;

COMPLICATED FLOW; COMPOUND CHANNEL; CONVENTIONAL METHODS; DISCHARGE PREDICTIONS; FLOOD PLAINS; NATURAL RIVER; STAGE-DISCHARGE; TRANSFER COEFFICIENT;

FORECASTING;

CHANNEL FLOW; CHANNEL HYDRAULICS; FLOODPLAIN; MOMENTUM TRANSFER; RIVER CHANNEL; STAGE-DISCHARGE RELATIONSHIP;

EID: 84896283886     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000834     Document Type: Article

References (34)

1. Abril, J. B., and Knight, D. W. (2004). "Stage-discharge prediction for rivers in flood applying a depth-averaged model." J. Hydraul. Res., 42(6), 616-629.
2. Ackers, P. (1993). "Flow formulae for straight two-stage channels." J. Hydraul. Res., 31(4), 509-531.
3. Bousmar, D., and Zech, Y. (1999). "Momentum transfer for practical flow computation in compound channels." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(1999)125:7(696), 696-706.
4. Cao, Z., Meng, J., Pender, G., and Wallis, S. (2006). "Flow resistance and momentum flux in compound open channels." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(2006)132:12(1272), 1272-1282.
5. Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, NewYork.
6. Dey, M., and Lambert, M. F. (2006). "Discharge prediction in compound channels by end depth method." J. Hydraul. Res., 44(6), 767-776.
7. Hu, C., Ji, Z., and Guo, Q. (2010). "Flow movement and sediment transport in compound channels." J. Hydraul. Res., 48(1), 23-32.
8. Huthoff, F., Roos, P. C., Augustijn, D. C. M., and Hulscher, S. J. M. H. (2008). "Interacting divided channel method for compound channel flow." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(2008)134:8 (1158), 1158-1165.
9. Knight, D. W., and Abril, B. (1996). "Refined calibration of a depthaveraged model for turbulent flow in a compound channel." Proc. ICE Water Maritime Energy, 118(3), 151-159.
10. Knight, D.W., and Demetriou, J. D. (1983). "Flood plain and main channel flow interaction." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(1983) 109:8(1073), 1073-1092.
11. Knight, D. W., and Hamed, M. E. (1984). "Boundary shear in symmetrical compound channels." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429 (1984)110:10(1412), 1412-1430.
12. Knight, D. W., McGahey, C., Lamb, R., and Samuels, P. G. (2010). Practical channel hydraulics: Roughness, conveyance and afflux, CRC Press/Taylor and Francis, Leiden, The Netherlands, 1-354.
13. Knight, D. W., and Sellin, R. H. J. (1987). "The SERC flood channel facility." J. Inst. Water Environ. Manage., 1(2), 198-204.
14. Knight, D. W., and Shiono, K. (1996). "River channel and floodplain hydraulics." Chapter 5, Floodplain processes, M. G. Anderson, D. E. Walling, and P. D. Bates, eds., Wiley, New York, 139-181.
15. Knight, D. W., Shiono, K., and Pirt, J. (1989). "Prediction of depth mean velocity and discharge in natural rivers with overbank flow." Proc., Int. Conf. on Hydraulic and Environmental Modelling of Coastal, Estuarine and River Waters, R. A. Falconer, P. Goodwin and R. G. S. Matthew, eds., Gower Technical, Univ. of Bradford, U.K., 419-428.
16. Lambert, M. F., and Sellin, R. H. J. (1996). "Discharge prediction in straight compound channels using the mixing length concept." J. Hydraul. Res., 34(3), 381-394.
17. Liao, H., and Knight, D. W. (2007). "Analytic stage-discharge formulas for flow in straight prismatic channels." J. Hydraul. Eng., 10.1061/(ASCE) 0733-9429(2007)133:10(1111), 1111-1122.
18. Lyness, J. F., Myers, W. R. C., Cassells, J. B. C., and O'Sullivan, J. J. (2001). "The influence of planform on flow resistance in mobile bed compound channels." Proc., ICE Water Maritime Eng., 148(1), 5-14.
19. McGahey, C. (2006). "A practical approach to estimating the flow capacity of rivers." Ph. D. thesis, The Open Univ., Milton Keynes, U.K. (and British Library).
20. McGahey, C., Knight, D. W., and Samuels, P. G. (2009). "Advice, methods and tools for estimating channel roughness." Proc. ICE Water Manage., 162(6), 353-362.
21. Moreta, P. J. M., and Martin-Vide, J. P. (2010). "Apparent friction coefficient in straight compound channels." J. Hydraul. Res., 48(2), 169-177.
22. Myers, W. R. C., and Brennan, E. K. (1990). "Flow resistance in compound channels." J. Hydraul. Res., 28(2), 141-155.
23. Omran, M., and Knight, D. W. (2010). "Modelling secondary cells and sediment transport in rectangular channels." J. Hydraul. Res., 48(2), 205-212.
24. Rhodes, D. G., and Knight, D. W. (1994). "Velocity and boundary shear in a wide compound duct." J. Hydraul. Res., 32(5), 743-764.
25. Schlichting, H. (1960). Boundary layer theory, 4th Ed., McGraw-Hill, NewYork.
26. 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.
27. Shiono, K., Al-Romaih, J. S., and Knight, D. W. (1999). "Stage-discharge assessment in compound meandering channels." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(1999)125:1(66), 66-77.
28. Shiono, K., and Knight, D. W. (1991). "Turbulent open-channel flows with variable depth across the channel." J. Fluid Mech., 222, 617-646.
29. Stephenson, D., and Kolovopoulos, P. (1990). "Effects of momentum transfer in compound channels." J. Hydraul. Eng., 10.1061/(ASCE) 0733-9429(1990)116:12(1512), 1512-1522.
30. Tang, X., and Knight, D. W. (2008). "Lateral depth-averaged velocity distributions and bed shear in rectangular compound channels." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(2008)134:9(1337), 1337-1342.
31. van Prooijen, B. C., Battjes, J. A., and Uijttewaal, W. S. J. (2005). "Momentum exchange in straight uniform compound channel flow." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(2005)131:3 (175), 175-183.
32. Wormleaton, P. R. (1996). "Floodplain secondary circulation as a mechanism for flow and shear stress redistribution in straight compound channels." Coherent flow structures in open channels, P. Ashworth, S. J. Bennett, J. L. Best, and S. McLelland, eds., Wiley, New York, 581-608.
33. Wormleaton, P. R., Allen, J., and Hadjipanos, P. (1982). "Discharge assessment in compound channel flow." J. Hydraul. Div., 108(9), 975-994.
34. Wormleaton, P. R., and Hadjipanos, P. (1985). "Flow distribution in compound channels." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(1985) 111:2(357), 357-361.