Sediment discharge prediction in meandering compound channels

Journal of Hydraulic Research

Volumn 44, Issue 5, 2006, Pages 603-613

  Karamisheva, Ralica D ^a   Lyness, John F ^a   Myers, W Robert C ^a   O'Sullivan, John ^a  

^a UNIVERSITY OF ULSTER   (United Kingdom)

Author keywords

Compund channels; Meandering channels; Overbank flow; Sediment transport

Indexed keywords

BANKS (BODIES OF WATER); CHANNEL FLOW; COMPUTATIONAL METHODS; NUMERICAL METHODS; VELOCITY MEASUREMENT;

COMPOUND CHANNELS; INBANK FLOW; MEAN VELOCITY; OVERBANK FLOW; VELOCITY CALCULATION METHOD;

SEDIMENT TRANSPORT;

BANKS (BODIES OF WATER); CHANNEL FLOW; COMPUTATIONAL METHODS; NUMERICAL METHODS; SEDIMENT TRANSPORT; VELOCITY MEASUREMENT;

CHANNEL FLOW; DISCHARGE; MEANDER; OVERBANK FLOW; SEDIMENT TRANSPORT;

EID: 33748758146     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2006.9521710     Document Type: Article

References (27)

1. Ackers, P. (1993). "Sediment Transport in Open Channels: Ackers and White Update". Proc. Inst. Civil Engineers Water Maritime Energy 101(4), 247-249.
2. Ackers, P. and White, W.R. (1973). "Sediment Transport: New Approach and Analysis". J. Hydraul. Div. ASCE 99(NY11), 2041-2060.
3. Bagnold, R.A. (1966). "An Approach to the Sediment Transport Problem from General Physics". Geological Survey Professional Paper 442-I, Washington, USA, 37 pp.
4. Chang, H.H. (1983). "Energy Expenditure in Curved Open Channels". J. Hydraul. Engng. 109(7), 1010-1022.
5. Engelund, F. and Hansen, E. (1967). A Monograph on Sediment Transport in Alluvial Streams. Teknisk Forlag, Copenhagen, Denmark, 62 pp.
6. Ervine, D.A. and Ellis, J. (1987). "Experimental and Computational Aspects of Overbank Flood Plain Flow". Trans. R. Soc. Edinburgh Earth Sci. 78, 315-325.
7. Ervine, D.A., Willetts, B.B., Sellin, R.H.J. and Lorena, M. (1993). "Factors Affecting Conveyance in Meandering Compound Flows". J. Hydraul. Engng. 119(12), 1383-1399.
8. Greenhill, R.K. and Sellin, R.H.J. (1993). "Development of a Simple Method to Predict Discharges in Compound Meandering Channels". Proc. Inst. Civil Engineers Water Maritime Energy 101, 37-44.
9. Soil Conservation Services (1963). Guide for Selecting Roughness Coefficient n Values for Channels. US Department of Agriculture, Washington, DC.
10. James, C.S. (1994). "Evaluation of Methods for Predicting Bend Loss in Meandering Channels". J. Hydraul. Engng. 120(2), 245-253.
11. James, C.S. and Myers, W.R.C. (2002). "Conveyance of One- and Two-stage Meandering Channels". Proc. Inst. Civil Engineers Water Maritime Energy 154, 265-274.
12. James, C.S. and Wark, J.B. (1992). Conveyance Estimation for Meandering Channels. Report SR 329, HR, Wallingford.
13. Karamisheva, R., Lyness, J.F., Myers, W.R.C. and Cassells, J. (2005). "Improving Sediment Discharge Prediction for Overbank Flows". Proc. Inst. Civil Engineers Water Manage. 158, 17-24.
14. Knight, D.W., Brown, F.A., Valentine, E., Nalluri, C., Bathurst, J., Benson, I., Myers, W.R.C., Lyness, J.F. and Cassells, J. (1999). "The Response of Straight Mobile Bed Channels to Inbank and Overbank Flows". Proc. Inst. Civil Engineers Water Maritime Energy 136, 211-224.
15. Lyness, J.F., Myers, W.R.C. and O'Sullivan, J.J. (1998). "Hydraulic Characteristics of Meandering Mobile Bed Compound Channels". Proc. Inst. Civil Engineers Water Maritime Energy 130, 179-188.
16. 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. Inst. Civil Engineers Water Maritime Energy 148, 5-14.
17. Myers, W.R.C., Knight, D.W., Lyness, J.F., Cassells, J.B. and Brown, E. (1999). "Resistance Coefficient for Inbank and Overbank Flows". Proc. Inst. Civil Engineers Water Maritime Energy 136, 105-115.
18. Rameshwaran, P. and Willetts, B.B. (1999). "Conveyance Prediction for Meandering Two-stage Channel Flow". Proc. Inst. Civil Engineers Water Maritime Energy 136, 153-166.
19. O'Sullivan, J. (1999). "The Hydraulic Performance of Meandering Mobile Bed Compound Channels with Uniform Sediment". PhD Thesis, University of Ulster, Ulster.
20. Sellin, R.H.J., Ervine, D.A. and Willetts, B.B. (1993). "Behaviour of Meandering Two-stage Channels". Proc. Inst. Civil Engineers Water Maritime Energy 101, 99-111.
21. Shiono, K., Muto, Y., Knight, D.W. and Hyde, A.F.L. (1999). "Energy Losses due to Secondary Flow and Turbulence in Meandering Channels with Overbank Flows". J. Hydraul. Res. 37(5), 641-663.
22. Ten Brinke, W.B.M., Schoor, M.M., Sorber, A.M. and Berendsen, H.J.A. (1998). "Overbank Sand Deposition in Relation to Transport Volumes During Large-magnitude Floods in the Dutch Sand-bed Rhine River System". Earth Surface Processes Landforms 23(9), 809-824.
23. Toebes, G.H. and Sooky, A.A. (1967). "Hydraulics of Meandering Rivers with Flood Plains". J. Waterway Harbour Div. ASCE 93, 213-226.
24. Willetts, B.B. and Hardwick, R.I. (1993). "Stage Dependency for Overbank Flow in Meandering Channels". Proc. Inst. Civil Engineers Water Maritime Energy 101, 45-54.
25. Wormleaton, P.R., Sellin, R.H.J., Bryant, T., Loveless, J.H., Hey, R.D. and Catmur, S.E. (2004). "Flow Structures in a Two-stage Channel with a Mobile Bed". J. Hydraul. Res. 42(2), 145-162.
26. Yang, C.T. (1973). "Incipient Motion and Sediment Transport". J. Hydraul. Div. ASCE 99(10), 975-994.
27. Yang, C.T. (1979). "Unit Stream Power Equation for Total Load". J. Hydrol. 40(1), 123-138.