Geometrical and roughness effects on compound channel resistance

Proceedings of the Institution of Civil Engineers: Water and Maritime Engineering

Volumn 142, Issue 3, 2000, Pages 157-166

  Myers, W R C ^a   Lyness, J F ^a   Cassells, J B ^a   O'Sullivan, J J ^a  

^a UNIVERSITY OF ULSTER   (United Kingdom)

Author keywords

Floods floodworks; Hydraulics hydrodynamics; River engineering

Indexed keywords

COMPUTATIONAL GEOMETRY; COMPUTER GRAPHICS; HYDRAULICS; HYDRODYNAMICS; RIVERS;

FLOODPLAINS; MANNING ROUGHNESS COEFFICIENT; RIVER ENGINEERING;

FLOOD CONTROL;

FLOOD; FLOW RESISTANCE; GEOMETRICAL EFFECT; RIVER CHANNEL; ROUGHNESS;

BED ROUGHNESS; FLOOD; GEOMETRY; RIVER CHANNEL;

EID: 0034282366     PISSN: 14724561     EISSN: None     Source Type: Journal    
DOI: 10.1680/wame.2000.142.3.157     Document Type: Article

References (16)

1. FISHER K. R. Handbook for Assessment of Hydraulic Performance of Environmental Channels. Report SR 490, HR Wallingford Ltd, 1996.
2. CHOW V. T. Open Channel Hydraulics. McGraw-Hill, Tokyo, 1959, 1st edn.
3. FRENCH R. H. Open Channel Hydraulics. McGraw-Hill, New York, 1985, 1st edn.
4. KNIGHT D. W. and SELLIN R. H. J. The SERC Flood Channel Facility. Journal of the Institution of Water and Environmental Management, 1987, 1, No. 2, 198-204.
5. MYERS W. R. C. and BRENNAN E. K. Flow resistance in compound channels. Journal of Hydraulic Research, 1990, 28, No. 2, 141-155.
6. KNIGHT D. W. and SHIONO K. Turbulence measurements in a shear layer region of a compound channel. Journal of Hydraulic Research, 1990, 28, No. 2, 175-196.
7. WORMLEATON P. R. and MERRITT D. J. An improved method of calculation for steady uniform flow in prismatic main channel flood plain sections. Journal of Hydraulic Research, 1990, 28, No. 2, 157-174.
8. ELLIOTT S. C. A. and SELLIN R. H. J. SERC flood channel facility: skewed flow experiments. Journal of Hydraulic Research, 1990, 28, No. 2, 197-214.
9. SELLIN R. H. J., ERVINE D. A. and WILLETTS B. B. Behaviour of meandering two-stage channel. Proceedings of the Institution of Civil Engineers Water, Maritime and Energy, 1993, 101, June, 99-111.
10. ERVINE D. A., WILLETTS B. B., SELLIN R. H. J. and LORENA M. Factors affecting conveyance in meandering compound flows. Journal of Hydraulic Engineering, 1993, 119, No. 12, Dec., 1383-1399.
11. GREENHILL R. K. and SELLIN R. H. J. Development of a simple method to predict discharge in compound meandering channels. Proceedings of the Institution of Civil Engineers Water, Maritime and Energy, 1993, 101, Mar., 37-44.
12. WARK J. B., JAMES C. and ACKERS P. Design of Straight and Meandering Compound Channels. R&D Report 13, National Rivers Authority, Bristol, 1994.
13. KNIGHT D. W., BROWN F. A., VALENTINE E., NALLURI C., BATHURST J., BENSON I., MYERS R., LYNESS J. F. and CASSELLS J. The response of straight mobile bed channels to inbank and overbank flows. Proceedings of the Institution of Civil Engineers Water, Maritime and Energy, 1999, 136, paper 11810, 211-224.
14. LYNESS J. F., MYERS W. R. C. and O'SULLIVAN J. J. Hydraulic characteristics of meandering mobile bed compound channels. Proceedings of the Institution of Civil Engineers Water, Maritime and Energy, 1998, 130, Dec., 179-188.
15. WILLETTS B.B., PENDER G. and MCEWAN I.K. Experiments on the transport of graded sediment. Proceedings of the Institution of Civil Engineers Water, Maritime and Energy, 1998, 130, paper 11679, 217-225.
16. MYERS W. R. C., KNIGHT D. W., LYNESS J. F., CASSELLS J. B. and BROWN F. Resistance coefficients for inbank and overbank flows. Proceedings of the Institution of Civil Engineers Water. Maritime and Energy, 1999, 136, June, paper 11788, 105-111.