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Volumn 158, Issue 1, 2005, Pages 17-24

Improving sediment discharge prediction for overbank flows

Author keywords

Floods floodworks; Hydraulics hydrodynamics; River engineering

Indexed keywords

CHANNEL FLOW; HYDROLOGY; SEDIMENTS; VELOCITY MEASUREMENT; WATER;

EID: 19044395848     PISSN: 17417589     EISSN: 17517729     Source Type: Journal    
DOI: 10.1680/wama.2005.158.1.17     Document Type: Article
Times cited : (9)

References (18)
  • 3
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    • Influence of boundary roughness on velocity and discharge in compound river channels
    • Myers W. R. C., Lyness J. F. and Cassells J. Influence of boundary roughness on velocity and discharge in compound river channels. Journal of Hydraulic Research, 2001, 39, No. 3, 311-319.
    • (2001) Journal of Hydraulic Research , vol.39 , Issue.3 , pp. 311-319
    • Myers, W.R.C.1    Lyness, J.F.2    Cassells, J.3
  • 4
    • 19044380851 scopus 로고    scopus 로고
    • Evaluation of sediment transport and discharge formulae used for experimental inbank and overbank flows
    • (in review)
    • Karamisheva R. D., Lyness J. F., Myers W. R. C. and Cassells J. B. Evaluation of sediment transport and discharge formulae used for experimental inbank and overbank flows. Journal of Hydraulic Research, 2004 (in review).
    • (2004) Journal of Hydraulic Research
    • Karamisheva, R.D.1    Lyness, J.F.2    Myers, W.R.C.3    Cassells, J.B.4
  • 5
    • 0018306114 scopus 로고
    • Unit stream power equation for total load
    • Yang C. T. Unit stream power equation for total load. Journal of Hydrology, 1979, 40, No. 1, 123-138
    • (1979) Journal of Hydrology , vol.40 , Issue.1 , pp. 123-138
    • Yang, C.T.1
  • 6
    • 0015571299 scopus 로고
    • Sediment transport: New approach and analysis
    • Ackers P. and White W. R. Sediment transport: new approach and analysis. Journal of Hydraulic Division, ASCE, 1973 99, No. NY11, 2041-2060.
    • (1973) Journal of Hydraulic Division, ASCE , vol.99 , Issue.NY11 , pp. 2041-2060
    • Ackers, P.1    White, W.R.2
  • 10
    • 19044390851 scopus 로고    scopus 로고
    • Department for Environment, Food and Rural affairs/Environment Agency. HR Wallingford Ltd, UK, Project W5A-057/PR/1
    • Department for Environment, Food and Rural affairs/Environment Agency. Reducing Uncertainly in River Flood Conveyance, Interim Report 2: Conveyance Manual. HR Wallingford Ltd, UK, 2004, Project W5A-057/PR /1.
    • (2004) Reducing Uncertainly in River Flood Conveyance, Interim Report 2: Conveyance Manual
  • 11
    • 0026359750 scopus 로고
    • Turbulent open-channel flows with variable depth across the channel
    • Shiono K. and Knight D. Turbulent open-channel flows with variable depth across the channel. Journal of Fluid Mechanics, 1991, 222, 617-646.
    • (1991) Journal of Fluid Mechanics , vol.222 , pp. 617-646
    • Shiono, K.1    Knight, D.2
  • 13
    • 11044232314 scopus 로고    scopus 로고
    • Overbank flood routing analysis applying jointly variable parameter diffusion and depth-averaged flow finite element models
    • Belgium
    • Abril J. B. Overbank flood routing analysis applying jointly variable parameter diffusion and depth-averaged flow finite element models. Proceedings of the International Conference on Fluvial Hydraulics, Belgium, 2002, pp. 161-167.
    • (2002) Proceedings of the International Conference on Fluvial Hydraulics , pp. 161-167
    • Abril, J.B.1
  • 17
    • 19044391276 scopus 로고
    • Evaluation of Hydraulic Resistance in Single and Two-stage Rivers
    • PhD thesis, Queens University
    • Higginson N. N. J. Evaluation of Hydraulic Resistance in Single and Two-stage Rivers. PhD thesis, Queens University, 1992.
    • (1992)
    • Higginson, N.N.J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.