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Volumn 40, Issue 6, 2002, Pages 673-683

Application of gradually-varied flow algorithms to simulate buried streams

Author keywords

Buried streams; Gradually varied water surface profiles; Non Darcy flow

Indexed keywords

ALGORITHMS; COAL MINES; COMPUTER SIMULATION; OPEN CHANNEL FLOW; STREAM FLOW;

EID: 0038336557     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221680209499914     Document Type: Article
Times cited : (26)

References (17)
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    • Bari, M.R.1
  • 2
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    • McGraw-Hill Book Co., New York
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  • 3
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  • 4
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    • The influence of the wall on flow through pipes packed with spheres
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    • Fand, R.M.1    Thinakaran, R.2
  • 5
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    • HEC models for water resources simulation: Theory and experience
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  • 7
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    • Conversion between quadratic and power law for non-darcy flow
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    • (1992) ASCE Journal of Hydraulic Engineering , vol.118 , Issue.5 , pp. 792-797
    • George, G.1    Hansen, D.2
  • 8
    • 0029289411 scopus 로고
    • Selection and application of one-dimensional non-Darcy flow equation for two-dimensional flow through rockfill embankments
    • HANSEN D., GARGA V.K., and TOWNSEND D.R. 1995. Selection and application of one-dimensional non-Darcy flow equation for two-dimensional flow through rockfill embankments. Canadian Geotechnical Journal, 32:223-232.
    • (1995) Canadian Geotechnical Journal , vol.32 , pp. 223-232
    • Hansen, D.1    Garga, V.K.2    Townsend, D.R.3
  • 9
    • 0025399226 scopus 로고
    • Turbulent seepage flow through rockfill structures
    • March
    • MARTINS R. 1990. Turbulent seepage flow through rockfill structures. Water Power and Dam Construction, March, 90:41-45.
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    • Martins, R.1
  • 11
    • 0037747122 scopus 로고    scopus 로고
    • Piteau Engineering Ltd. Final report, Rock Drain Research Program, prepared for CanMET, Manalta Coal, and the govt of British Columbia, 210 pp., plus appendices
    • PITEAU ENGINEERING LTD. 1999. Mined rock and overburden piles. Final report, Rock Drain Research Program, prepared for CanMET, Manalta Coal, and the govt of British Columbia, 210 pp., plus appendices.
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  • 12
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    • Numerical method of computing flow profiles
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    • Prasad, R.1
  • 16
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    • Stability and reach length in water surface profile determination
    • TAVENER G. F. 1974. Stability and reach length in water surface profile determination. Water Resources Bulletin, 9(5):950-962.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.