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Volumn 22, Issue 2, 2008, Pages 131-136

New developments in predicting stage-discharge curves, velocity and boundary shear stress distributions in open channel flow

Author keywords

Analytical model; Boundary shear stress; Depth averaged velocity; Open channel flow; Secondary current cells; Stage discharge curve

Indexed keywords

BANKS (BODIES OF WATER); BOUNDARY LAYER FLOW; DISCHARGE (FLUID MECHANICS); NAVIER STOKES EQUATIONS; RIVERS; SHEAR STRESS; STRESS CONCENTRATION; THREE DIMENSIONAL;

EID: 44349126654     PISSN: 17476585     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1747-6593.2007.00091.x     Document Type: Article
Times cited : (6)

References (14)
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    • PhD Thesis, The University of Birmingham, England, UK
    • Abril, J.B. (1997) Numerical river modelling of turbulent flow, sediment transport and flood routing using finite element method. PhD Thesis, The University of Birmingham, England, UK.
    • (1997)
    • Abril, J.B.1
  • 2
    • 11044236904 scopus 로고    scopus 로고
    • Stage-Discharge Prediction for Rivers in Flood Applying a Depth-Averaged Model
    • Abril, J.B. and Knight, D.W. (2004) Stage-Discharge Prediction for Rivers in Flood Applying a Depth-Averaged Model. J Hydraulic Res., 42 (6), 616-629.
    • (2004) J Hydraulic Res. , vol.42 , Issue.6 , pp. 616-629
    • Abril, J.B.1    Knight, D.W.2
  • 3
    • 34548354457 scopus 로고    scopus 로고
    • River Flood Hydraulics: Theoretical Issues and Stage-Discharge Relationships
    • In Knight, D.W. and Shamseldin, A.Y. (eds). London, UK, Balkema
    • Knight, D.W. (2005) River Flood Hydraulics: Theoretical Issues and Stage-Discharge Relationships. In Knight, D.W. and Shamseldin, A.Y. (eds). River Basin Modelling for Flood Risk Mitigation (Chapter 17), London, UK, pp. 301-334. Balkema.
    • (2005) River Basin Modelling for Flood Risk Mitigation (Chapter 17) , pp. 301-334
    • Knight, D.W.1
  • 4
    • 0030240346 scopus 로고    scopus 로고
    • Refined Calibration of a Depth-Averaged Model for Turbulent Flow in a Compound Channel
    • Knight, D.W. and Abril, B. (1996) Refined Calibration of a Depth-Averaged Model for Turbulent Flow in a Compound Channel. Proc. Inst. Civil Eng. Water Maritime Energy, 118, 151-159.
    • (1996) Proc. Inst. Civil Eng. Water Maritime Energy , vol.118 , pp. 151-159
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  • 5
    • 0002248801 scopus 로고    scopus 로고
    • River Channel and Floodplain Hydraulics
    • In Anderson, Walling and Bates (eds). J Wiley, New York
    • Knight, D.W. and Shiono, K. (1996) River Channel and Floodplain Hydraulics. In Anderson, Walling and Bates (eds). Floodplain Processes (Chapter 5), pp. 139-181. J Wiley, New York.
    • (1996) Floodplain Processes (Chapter 5) , pp. 139-181
    • Knight, D.W.1    Shiono, K.2
  • 7
    • 33845631985 scopus 로고    scopus 로고
    • Modelling Depth-Averaged Velocity and Boundary Shear in Trapezoidal Channels with Secondary Flows
    • Knight, D.W., Omran, M. and Tang, X. (2007) Modelling Depth-Averaged Velocity and Boundary Shear in Trapezoidal Channels with Secondary Flows. J. Hydraulic Eng, 133 (1), 39-47.
    • (2007) J. Hydraulic Eng , vol.133 , Issue.1 , pp. 39-47
    • Knight, D.W.1    Omran, M.2    Tang, X.3
  • 8
    • 44349093339 scopus 로고    scopus 로고
    • Modelling stage-discharge curves, velocity and boundary shear stress distributions in natural and artificial channels using depth-averaged approach
    • PhD Thesis, The University of Birmingham, England, UK
    • Omran, M. (2005) Modelling stage-discharge curves, velocity and boundary shear stress distributions in natural and artificial channels using depth-averaged approach. PhD Thesis, The University of Birmingham, England, UK.
    • (2005)
    • Omran, M.1
  • 11
    • 0026359750 scopus 로고
    • Turbulent Open Channel Flows with Variable Depth Across the Channel
    • (and Vol. 231, October, p. 693)
    • Shiono, K. and Knight, D.W. (1991) Turbulent Open Channel Flows with Variable Depth Across the Channel. J. Fluid Mechanics, 222, 617-646 (and Vol. 231, October, p. 693).
    • (1991) J. Fluid Mechanics , vol.222 , pp. 617-646
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  • 13
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    • An Improved Method of the Calculation for Steady Uniform Flow in Prismatic Main Channel/Floodplain Sections
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  • 14
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.