Behaviour of meandering two-stage channels

Proceedings of the Institution of Civil Engineers: Water, Maritime and Energy

Volumn 101, Issue 2, 1993, Pages 99-111

  Sellin, R H J ^a   Ervine, D A ^b   Willetts, B B ^c  

^a UNIVERSITY OF BRISTOL   (United Kingdom)

^b UNIVERSITY OF GLASGOW   (United Kingdom)

^c UNIVERSITY OF ABERDEEN   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

MEANDERING; OPEN CHANNELS; RIVERS; TWO-STAGE;

CHANNEL CROSS-SECTION; MEANDERING; OVERBANK FLOODING; PLAN GEOMETRY;

ECOLOGY; FLOW OF FLUIDS; FLOW OF WATER; RIVERS; STREAM FLOW;

CURVED CHANNELS; MEANDERING CHANNELS; RIVER SYSTEMS;

CHANNEL FLOW;

EID: 0027789156     PISSN: 09650946     EISSN: 17537819     Source Type: Journal    
DOI: 10.1680/iwtme.1993.23591     Document Type: Article

References (15)

1. James M. and Brown B. J. Geometric parameters that influence floodplain flows. US Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Mississippi, June 1977, Report H-77-1.
2. Toebes G. H. and Sooky A. A. Hydraulics of meandering rivers with floodplains. J. Watways & Harbours Div. Am. Soc. Civ. Engrs, 1967, WW2, May.
3. Knight D. W. and Shiono K. Turbulence measurements in a shear layer of a compound channel. J. Hydraul. Res., 1990, 28, 2, 175-196.
4. Myers W. R. C. and Brennan J. Flow resistance in compound channels. J. Hydraul. Res., 1990, 28, 2, 141-155.
5. Wormleaton P. R. and Merrett D. J. An improved method of calculation for steady uniform flow in prismatic main channel/floodplain sections. J. Hydraul. Res., 1990, 28, 2, 157-174.
6. Elliott S. C. A. and Sellin R. H. J. SERC flood channel facility: skewed flow experiments. J. Hydraul. Res., 1990, 28, 2, 197-214.
7. Sellin R. H. J. et al. Post implementation appraisal of a two-stage channel in the River Roding, Essex. Inst. Wat. & Environ. Mgmt, 1990, 4, No. 2, Apr., 119-130.
8. Knight D. W. et al. Boundary shear in meandering channels. Proc. Int. Symp. on Hydraulic Research in Nature and Laboratory, Wuhan, China, Nov. 1992.
9. Hollinrake P. G. The structure of flow in open channels-a literature search. H R Wallingford, 1987-92, 1-5.
10. Ackers P. Hydraulic design of compound channels. H R Wallingford, Oct. 1991, Report SR281, 2 vols.
11. Knight D. W. and Sellin R. H. J. The SERC Flood Channel Facility. J. Inst. Wat. & Environ. Mgmt, 1987, 1, 2, Oct., 198-204.
12. Greenhill R. K. Effects of bed morphology on secondary currents in two-stage meandering channels. Proc. XXIVIAHR Congr., Madrid, 1991, S31-S38.
13. Sellin R. H. J. Toward the identification of flow mechanisms in channels of complex geometry. Proc. XXIVIAHR Congr., Madrid, 1991, A534-A540.
14. Greenhill R. K. and Sellin R. H. J. Development of a simple method to predict discharges in compound meandering channels. Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1993, 101, Mar., 37-44.
15. Ervine D. A. and Ellis J. Experimental and computational aspects of overbank floodplain flow. Trans. Roy. Soc. Edin., Earth Sciences, 1987, 78, 315-325.