A REVIEW ON DOMINANT CHANNEL FORMING DISCHARGE IN REGIME RIVERS

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نوع سند: مقاله کنفرانسی
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شناسه ملی سند علمی:

ICOPMAS03_015

تاریخ نمایه سازی: 26 خرداد 1386

Abstract:

Although rivers experience a range dilows, it has been suggested that, over a period of years, they adjust their overall shape and dimensions to a single dominant, channel forming, flow and that this steady flow produces the same regime dimensions as the natural sequence of events. If this is the case, and provided the flow can be identified, it directly determines the design discharge for stable channel design. Alternatively, if the frequency or exceedance duration dthe dominant discharge could be established, then this would enable the design discharge to be indirectly determined, possibly without the need for field measurements. In this review the authors have assessed two methods to determine the dominant channel forming discharge: 1 -direct determi.nation of the dominant discharge by uing banhll and effective discharges, 2-indirect determination of the dominant discharge by using the frequency and duration of the bankfull and eEectice discharges, respectively.

Authors

Mohammad Tabatabai

Assistant Professor at Power and Water Iinstifirteo f Technology, Tehran, Iran

Richard Hey

Associate professor (Reader) at university of East Anglia , School of Environmental Sciences, University of East Anglia, Norwich, UK

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  • Ackers, P. and Charlton, F.G. (1970a) Meander geometry arising from ...
  • Ackers, P. and Charlton, F.G. (1970b) Dimensional analysis of alluvial ...
  • Andrews, E.D. (1984) Bed-material entrainment and hydraulic geometry of gravel-bed ...
  • Andrews, E.D. (1986) Downstream effects of Flaming Gorge Reservoir on ...
  • Baker, V.R. (1977) s tream-channel response to floods, with examples ...
  • Benson, M.A. and Thomas, D.M. (1966) 6A definition of dominant ...
  • Beven, K. (1981) The effects of ordering on the geomorphic ...
  • Biedenharn, D.S., Little, C.D. and Thone, C.R. (1987) Magnitude and ...
  • Biedenham, D.S. and Thorme, C.R. (1994) Magnitude- frequency analysis of ...
  • Bray, D.I. (1982) Regime equations for gravel-bed rivers. Im: Gravel-bed ...
  • Bnunsden, D. and Thones, J.B. (1979) Landscape sensitivity and change. ...
  • Burkham, D.E. (1972) Channel changes of the Gila river in ...
  • Carlston, C.W. (1965) The relation of free meander gcOmetry to ...
  • Charlton, F.G. and Benson, R.w. (1966) Effect of discharge and ...
  • Charlton, F.G., Brown, P.M. and Benson, R.W. (1978) The hydraulic ...
  • Costa, J.E. (1974a) Stratigraphic, morphologic and pedologic evidence of large ...
  • Costa, J.E. (1974b) Response and recovery of a Piedmont watershed ...
  • de Vries, M. (1993) Use of models for river problems. ...
  • Dury, G.H. (1973) Magnitud e-frequency analysis and chamnel morphology. In: ...
  • Dury, G.H. (1980) N e ocatastrophism _ A further look. ...
  • Fisk, H.N. (1977) Magnitude and frequency of transport of solids ...
  • Froehlich, W. (1975) Dynamika transportu fluwialnego kamienicy nawojowskiej. Polska Akademia ...
  • Gupta, A. (1983) High-magnitud e floods and stream channel response. ...
  • Gupta, A. and Fox, H. (1974) Effects of high magnitude ...
  • Hack, J.T. and Goodlett, j.c. (1960) Geomorphology and forest ccology ...
  • Harvey, A.M. (1969) Channel capacity and the adjustment of streams ...
  • Harvey, A.M. (1977) Event frequency in sediment production and channel ...
  • Hcy, R.D. (1975) Design dischargc for natural channels. In: Science, ...
  • Hey, R.D. (1982) Design equations for mobile gravel-bed rivers. In: ...
  • by Hey, R.D., Bathurst, J.C. and Thorne, C.R. John Wiley ...
  • Inglis, C.C. (1941) Meandering of rivers. Central Board of Irrigation ...
  • Inglis, C.C. (1947) Meandes and their bearing on river training. ...
  • Inglis, C.C. (1949) The behaviour and control of rivers and ...
  • James, M. and Brown, B.J. (1977) Geometric parameters that influence ...
  • Kellerhals, R. (1967) Stable channels with gravel-paved beds. Journal of ...
  • Kennedy, B.A. (1972) "Bankfull" discharge and meander forms. Area, 4, ...
  • Kilpatrick, P.A. and Barnes, H.H. (1964) Channel geometry of Piedmont ...
  • Langbein, W.B. (1949) Amnual floods and the partial duration flood ...
  • Leopold, L.B. (1992) Sediment size that determines channel morphology. In: ...
  • Leopold, L.B. and Maddock, T. (1953) The hydraulic geometry of ...
  • _ United States Geological Survey, _ 252, 57 pp. ...
  • Leopold, L.B., Wolman, M.G. and: Miller, J.P. (1964) Fluvial processes ...
  • Lindley, E.S. (1919) Regime channels. Proceedings of the Punjub Enginering ...
  • Lyons, J.K. and Pucherelli, M.J. and Clark, R.C. (1992) Sediment ...
  • Mackin, J.H. (1948) Concept of the graded river. Bulletin of ...
  • Marlette, R.R. and Walker, R.H. (1968) Dominant discharges at Platte-Missouri ...
  • Nash, D.B. (1994) Effective sediment-transpo rting discharge from magnitu de-frequency ...
  • Newson, M. (1980) The geomorphological effectiveness of floods - a ...
  • Nixon, M. (1959b) Discussion on.a study of the bankful discharges ...
  • _ Nolan, K.M. and Marron, D.C. (1985) Contrast in stream ...
  • Nolan, K.M., Lisl, T.E. and Kelsey, H.M. _ Bankfull discharge ...
  • Osbom, S.B. and Laursen, E.M. (1973) Thunderstorm nunoff in southern ...
  • Osterkamp, W.R. and Hedman, E.R. (1982) Perennial streamflow characteristics related ...
  • Pickup, G. (1976) Adjustment of stream-channel shape to hydrologic regime. ...
  • Pickup, G. and Warner, R.F. (1976) Effects of hydrologic regime ...
  • Pickup, G. and Rieger, W.A. (1979) A conceptual model of ...
  • Reid, I. and Frostick, L.E. (1984) Particle interaction and its ...
  • Schaffernak, F. (1922) Neue GrundLagen fir die Berechnung der Ges ...
  • Schick, A.P. (1974) Formation and obliteration of desert stream terraces ...
  • Schick, A.P. (1988) Hydrologic aspects of floods in extreme arid ...
  • Schumm, S.A. (1979) Geomorphic thresholds: the concept and its applications. ...
  • Schumm, S.A. and Hadley, R.R. (1961) Progress in the application ...
  • Scott, K.M. and Gravlee, G.C. Jr. (1968) Flood surge on ...
  • Sellin, R.H.J., Ervine, D.A. and Willetts, B.B. (1993) Behaviour of ...
  • Simons, D.B. and Albertson, M.L. (1960) Uniform water conveyance channels ...
  • Stewart, J.H. and La Marche, V.C. (1967) Erosion and deposition ...
  • Tabatabai, M.R.M. (1997) Dominant channel forming discharge, urpublished PhD thesis, ...
  • Tabatabai, M.R.M. (1998) Exponential and gcneralised Pareto distributions: applications in ...
  • US Geological Survey (1979) Storm and flood of July 31 ...
  • Walling, D.E. (1977) Limitations of the rating curve technique tor ...
  • William, G.P. (1978) Bankfull discharge of rivers. Water Resources Research, ...
  • Williams, G.P. and Guy, H.P. (1973) Erosional and depositional aspects ...
  • in Virginia, 1969. US Geological Survey Professional Paper, 804, pp ...
  • Wolman, M.G. and Leopold, L.B. (1957) River floodplains: SOme observations ...
  • Wolman, M.G. and Gerson, R. (1978) Relative scale of time ...
  • Figure 1 Chi:ngc in channel widn _ ccover.v periods following ...
  • Figure 5 Effect of variations in sedinnent rating curves _ ...
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