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Volumn 122, Issue 1, 1996, Pages 3-9

Vertically averaged and moment equations model for flow over curved beds

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL FLUID DYNAMICS; COMPUTER SIMULATION; FINITE ELEMENT METHOD; FLOW OF WATER; ITERATIVE METHODS; MATHEMATICAL MODELS; OPEN CHANNEL FLOW; PRESSURE; REYNOLDS NUMBER; SPILLWAYS; SURFACE WATERS; VELOCITY; HORIZONTAL WELLS;

EID: 0029679296     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1996)122:1(3)     Document Type: Article
Times cited : (73)

References (13)
  • 1
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    • Prentice-Hall, Englewood Cliffs, N.J.
    • Chaudhry, M. H. (1993). Open channel flow. Prentice-Hall, Englewood Cliffs, N.J.
    • (1993) Open Channel Flow
    • Chaudhry, M.H.1
  • 2
    • 0018059710 scopus 로고
    • New nonlinear shallow-flow equations with curvature
    • Dressler, R. F. (1978). "New nonlinear shallow-flow equations with curvature." J. Hydr. Res., 16(3), 205-220.
    • (1978) J. Hydr. Res. , vol.16 , Issue.3 , pp. 205-220
    • Dressler, R.F.1
  • 3
    • 0026218706 scopus 로고
    • Numerical simulation of hydraulic jump
    • ASCE
    • Gharangik, A. M., and Chaudhry, M. H. (1991). "Numerical simulation of hydraulic jump." J. Hydr. Engrg., ASCE, 117(9), 1195-1211.
    • (1991) J. Hydr. Engrg. , vol.117 , Issue.9 , pp. 1195-1211
    • Gharangik, A.M.1    Chaudhry, M.H.2
  • 4
    • 0021851497 scopus 로고
    • Equations for moderately curved open channel flow
    • ASCE
    • Hager, W. H. (1985). "Equations for moderately curved open channel flow." J. Hydr. Engrg., ASCE, 111(3), 541-546.
    • (1985) J. Hydr. Engrg. , vol.111 , Issue.3 , pp. 541-546
    • Hager, W.H.1
  • 5
    • 0021428957 scopus 로고
    • Approximate treatment of plane channel flow
    • Hager, W. H., and Hutter, K. (1984). "Approximate treatment of plane channel flow." Acta Mechanics, 51, 31-48.
    • (1984) Acta Mechanics , vol.51 , pp. 31-48
    • Hager, W.H.1    Hutter, K.2
  • 7
    • 0027083741 scopus 로고
    • Characteristic dissipative Galerkin scheme for open-channel flow
    • ASCE
    • Hicks, F. E., and Steffler, P. M. (1992). "Characteristic dissipative Galerkin scheme for open-channel flow." J. Hydr. Engrg., ASCE, 118(2), 337-352.
    • (1992) J. Hydr. Engrg. , vol.118 , Issue.2 , pp. 337-352
    • Hicks, F.E.1    Steffler, P.M.2
  • 8
    • 0026025144 scopus 로고
    • Higher order one-dimensional equations of potential flow in open channels
    • London, England
    • Matthew, G. D. (1991). "Higher order one-dimensional equations of potential flow in open channels." Proc., Institution of Civil Engineers, London, England, 2(91), 187-201.
    • (1991) Proc., Institution of Civil Engineers , vol.2 , Issue.91 , pp. 187-201
    • Matthew, G.D.1
  • 9
    • 0028668285 scopus 로고
    • Potential-flow solution to 2D transition from mild to steep slope
    • ASCE
    • Montes, J. S. (1994). "Potential-flow solution to 2D transition from mild to steep slope." J. Hydr. Engrg., ASCE, 1(5), 601-621.
    • (1994) J. Hydr. Engrg. , vol.1 , Issue.5 , pp. 601-621
    • Montes, J.S.1
  • 10
    • 0016462350 scopus 로고
    • Theory of weirs
    • Academic Press, New York, N.Y.
    • Rao, N. S. L. (1975). "Theory of weirs." Advances in Hydroscience, Vol. 10, Academic Press, New York, N.Y.
    • (1975) Advances in Hydroscience , vol.10
    • Rao, N.S.L.1
  • 12
    • 0027224234 scopus 로고
    • Depth averaged and moment equations for moderately shallow free surface flow
    • Steffler, P. M., and Jin, Y. (1993). "Depth averaged and moment equations for moderately shallow free surface flow." J. Hydr. Res., 31(1), 5-17.
    • (1993) J. Hydr. Res. , vol.31 , Issue.1 , pp. 5-17
    • Steffler, P.M.1    Jin, Y.2
  • 13
    • 0015552748 scopus 로고
    • Open channel flow equations revisited
    • ASCE
    • Yen, B. C. (1973). "Open channel flow equations revisited." J. Engrg. Mech. Div., ASCE, 99(5), 979-1009.
    • (1973) J. Engrg. Mech. Div. , vol.99 , Issue.5 , pp. 979-1009
    • Yen, B.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.