메뉴 건너뛰기




Volumn 35, Issue , 2014, Pages 109-115

Discharge coefficient of rectangular sharp-crested side weirs, Part I: Traditional weir equation

Author keywords

Artificial neural network; Discharge coefficient; Froude number; Sensitivity analysis; Side weirs

Indexed keywords

ARTIFICIAL NEURAL NETWORK MODELING; DISCHARGE COEFFICIENTS; FLOW CHARAC-TERISTICS; FLOW REGIMES; NON-LINEAR CORRELATIONS; POWER EQUATIONS; SIDE- WEIRS; SUPERCRITICAL FLOW;

EID: 84893771797     PISSN: 09555986     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.flowmeasinst.2013.11.005     Document Type: Article
Times cited : (38)

References (39)
  • 3
    • 0003928972 scopus 로고
    • International Institute for Land Reclamation and Improvement, Wageningen, NL
    • Bos M.G. Discharge measurement structures 1989, International Institute for Land Reclamation and Improvement, Wageningen, NL.
    • (1989) Discharge measurement structures
    • Bos, M.G.1
  • 4
    • 72749105494 scopus 로고
    • Discussion of 'Precise weir measurements' by E.W. Schoder and K.B. Turner
    • Rehbock T. Discussion of 'Precise weir measurements' by E.W. Schoder and K.B. Turner. Trans Am Soc Civil Eng 1929, 93:1143-1162.
    • (1929) Trans Am Soc Civil Eng , vol.93 , pp. 1143-1162
    • Rehbock, T.1
  • 5
    • 0000855243 scopus 로고
    • Discharge characteristics of the free overfall
    • Rouse H. Discharge characteristics of the free overfall. Civil Eng ASCE 1936, 6(4):257-260.
    • (1936) Civil Eng ASCE , vol.6 , Issue.4 , pp. 257-260
    • Rouse, H.1
  • 6
    • 0002682531 scopus 로고
    • Discharge characteristics of rectangular thin-plate weirs
    • Kindsvater C.E., Carter R.W. Discharge characteristics of rectangular thin-plate weirs. J Hydraulics Div ASCE 1957, 83(6):1-36.
    • (1957) J Hydraulics Div ASCE , vol.83 , Issue.6 , pp. 1-36
    • Kindsvater, C.E.1    Carter, R.W.2
  • 7
    • 0024064189 scopus 로고
    • Generalized rectangular weir equation
    • Swamee P.K. Generalized rectangular weir equation. J Hydraulic Eng ASCE 1988, 114(8):945-949.
    • (1988) J Hydraulic Eng ASCE , vol.114 , Issue.8 , pp. 945-949
    • Swamee, P.K.1
  • 8
    • 76149099603 scopus 로고    scopus 로고
    • Discharge coefficient of sharp-crested weirs using potential flow
    • Afzalimehr H., Bagheri S. Discharge coefficient of sharp-crested weirs using potential flow. J Hydraul Res 2009, 47(6):820-823.
    • (2009) J Hydraul Res , vol.47 , Issue.6 , pp. 820-823
    • Afzalimehr, H.1    Bagheri, S.2
  • 9
    • 79952312090 scopus 로고    scopus 로고
    • Discharge formula for rectangular sharp-crested weirs
    • Aydin I., Altan-Sakarya A.B., Sisman C. Discharge formula for rectangular sharp-crested weirs. Flow Measur Instrum 2011, 22(2):144-151.
    • (2011) Flow Measur Instrum , vol.22 , Issue.2 , pp. 144-151
    • Aydin, I.1    Altan-Sakarya, A.B.2    Sisman, C.3
  • 10
    • 84956711615 scopus 로고
    • Flood protection of canals by lateral spillways
    • Tults H. Flood protection of canals by lateral spillways. J Hydraulics Div ASCE 1956, 82(5):1077.
    • (1956) J Hydraulics Div ASCE , vol.82 , Issue.5 , pp. 1077
    • Tults, H.1
  • 11
    • 56449125781 scopus 로고
    • Mitteilungen aus dem Dresdner flussbau-laboratorium
    • (in German)
    • Engels H. Mitteilungen aus dem Dresdner flussbau-laboratorium. Z Ver Dtsch Ing 1920, 64(5):101-106. (in German).
    • (1920) Z Ver Dtsch Ing , vol.64 , Issue.5 , pp. 101-106
    • Engels, H.1
  • 12
    • 0141863335 scopus 로고
    • The discharging capacity of side weirs
    • Proceedings of the institution of civil engineering, London, Selected Engineering Paper, No. 6
    • Coleman GS, Smith D. The discharging capacity of side weirs. In: Proceedings of the institution of civil engineering, London, Selected Engineering Paper, No. 6; 1923.
    • (1923)
    • Coleman, G.S.1    Smith, D.2
  • 13
    • 0001616709 scopus 로고
    • Saggio di teoria del funzionamente degli stramazzi laterali (Essay on the Performance of Lateral Weirs)
    • (in Italian)
    • De Marchi G. Saggio di teoria del funzionamente degli stramazzi laterali (Essay on the Performance of Lateral Weirs). L'Energia Electrica, Milano: Italy 1934, 11(11):849-860. (in Italian).
    • (1934) L'Energia Electrica, Milano: Italy , vol.11 , Issue.11 , pp. 849-860
    • De Marchi, G.1
  • 14
  • 15
    • 0002947932 scopus 로고
    • Discussion of 'Spatially varied flow over side weirs' by K. Subramanaya and S.C. Awasthy
    • Nadesamoorthy T., Thamson A. Discussion of 'Spatially varied flow over side weirs' by K. Subramanaya and S.C. Awasthy. J Hydraulic Div ASCE 1972, 98(12):2234-2235.
    • (1972) J Hydraulic Div ASCE , vol.98 , Issue.12 , pp. 2234-2235
    • Nadesamoorthy, T.1    Thamson, A.2
  • 17
    • 0023324548 scopus 로고
    • Lateral outflow over side weirs
    • Hager W.H. Lateral outflow over side weirs. J Hydraulic Div ASCE 1987, 113(4):491-504.
    • (1987) J Hydraulic Div ASCE , vol.113 , Issue.4 , pp. 491-504
    • Hager, W.H.1
  • 18
    • 0026191769 scopus 로고
    • Discharge coefficient of lateral diversion from trapezoidal channel
    • Cheong H.F. Discharge coefficient of lateral diversion from trapezoidal channel. J Irrig Drain Eng ASCE 1991, 117(4):461-475.
    • (1991) J Irrig Drain Eng ASCE , vol.117 , Issue.4 , pp. 461-475
    • Cheong, H.F.1
  • 19
    • 0027007490 scopus 로고
    • Side weir in triangular channel
    • Uyumaz A. Side weir in triangular channel. J Irrig Drain Eng ASCE 1992, 118(6):965-970.
    • (1992) J Irrig Drain Eng ASCE , vol.118 , Issue.6 , pp. 965-970
    • Uyumaz, A.1
  • 20
    • 0031187952 scopus 로고    scopus 로고
    • Side weir in U-shaped channel
    • Uyumaz A. Side weir in U-shaped channel. J Hydraulic Eng ASCE 1997, 123(7):639-646.
    • (1997) J Hydraulic Eng ASCE , vol.123 , Issue.7 , pp. 639-646
    • Uyumaz, A.1
  • 23
    • 0033407434 scopus 로고    scopus 로고
    • Discharge coefficient for sharp-crested side weirs in subcritical flow
    • Borghei S.M., Jalili M.R., Ghodsian M. Discharge coefficient for sharp-crested side weirs in subcritical flow. J Hydraulic Eng ASCE 1999, 125(10):1051-1056.
    • (1999) J Hydraulic Eng ASCE , vol.125 , Issue.10 , pp. 1051-1056
    • Borghei, S.M.1    Jalili, M.R.2    Ghodsian, M.3
  • 24
    • 42949091393 scopus 로고    scopus 로고
    • Supercritical flow over a rectangular side weir
    • Ghodsian M. Supercritical flow over a rectangular side weir. Can J Civil Eng 2003, 30(3):596-600.
    • (2003) Can J Civil Eng , vol.30 , Issue.3 , pp. 596-600
    • Ghodsian, M.1
  • 25
    • 0346833745 scopus 로고
    • Characteristics of flow over terminal weirs and sills
    • Kandaswamy P.K., Rouse H. Characteristics of flow over terminal weirs and sills. J Hydraulic Div ASCE 1957, 83(4):1-13.
    • (1957) J Hydraulic Div ASCE , vol.83 , Issue.4 , pp. 1-13
    • Kandaswamy, P.K.1    Rouse, H.2
  • 26
    • 33748783636 scopus 로고    scopus 로고
    • Nonlinear PLS method for side weir flows
    • Ramamurthy A.S., Qu J., Vo D. Nonlinear PLS method for side weir flows. J Irrig Drain Eng ASCE 2006, 132(5):486-489.
    • (2006) J Irrig Drain Eng ASCE , vol.132 , Issue.5 , pp. 486-489
    • Ramamurthy, A.S.1    Qu, J.2    Vo, D.3
  • 27
    • 37649016085 scopus 로고    scopus 로고
    • Study of flow over side weirs under supercritical conditions
    • Rao K.H.V.Durga, Pillai C.R.S. Study of flow over side weirs under supercritical conditions. J Water Resour Manage 2008, 22(1):131-143.
    • (2008) J Water Resour Manage , vol.22 , Issue.1 , pp. 131-143
    • Rao, K.1    Pillai, C.R.S.2
  • 28
    • 77951016614 scopus 로고    scopus 로고
    • Discharge capacity of labyrinth side weir located on a straight channel
    • Emiroglu M.E., Kaya N., Agaccioglu H. Discharge capacity of labyrinth side weir located on a straight channel. v 2010, 136(1):37-46.
    • (2010) v , vol.136 , Issue.1 , pp. 37-46
    • Emiroglu, M.E.1    Kaya, N.2    Agaccioglu, H.3
  • 29
    • 79951538266 scopus 로고    scopus 로고
    • Discharge coefficient for trapezoidal labyrinth side weir in subcritical flow
    • Emiroglu M.E., Kaya N. Discharge coefficient for trapezoidal labyrinth side weir in subcritical flow. J Water Resour Manage 2011, 25(3):1037-1058.
    • (2011) J Water Resour Manage , vol.25 , Issue.3 , pp. 1037-1058
    • Emiroglu, M.E.1    Kaya, N.2
  • 30
    • 78751704571 scopus 로고    scopus 로고
    • Discharge coefficient of a semi-elliptical side weir in subcritical flow
    • Kaya M., Emiroglu M.E., Agaccioglu H. Discharge coefficient of a semi-elliptical side weir in subcritical flow. Flow Measur Instrum 2011, 22(1):25-32.
    • (2011) Flow Measur Instrum , vol.22 , Issue.1 , pp. 25-32
    • Kaya, M.1    Emiroglu, M.E.2    Agaccioglu, H.3
  • 31
    • 79953867247 scopus 로고    scopus 로고
    • Hydraulic performance of labyrinth side weirs using vanes or piles
    • Kabiri-Samani A., Borghei S.M., Esmaili H. Hydraulic performance of labyrinth side weirs using vanes or piles. Proc ICE-Water Manage 2011, 164(5):229-241.
    • (2011) Proc ICE-Water Manage , vol.164 , Issue.5 , pp. 229-241
    • Kabiri-Samani, A.1    Borghei, S.M.2    Esmaili, H.3
  • 32
    • 84861911930 scopus 로고    scopus 로고
    • Characteristics of flow over rectangular sharp-crested side weirs
    • Bagheri S., Heidarpour M. Characteristics of flow over rectangular sharp-crested side weirs. J Irrig Drain Eng ASCE 2011, 138(6):541-547.
    • (2011) J Irrig Drain Eng ASCE , vol.138 , Issue.6 , pp. 541-547
    • Bagheri, S.1    Heidarpour, M.2
  • 33
    • 84881218552 scopus 로고    scopus 로고
    • Subcritical side-weir flow at high lateral discharge
    • Castro-Orgaz O., Hager W.H. Subcritical side-weir flow at high lateral discharge. J Hydraulic Eng ASCE 2012, 138(9):777-787.
    • (2012) J Hydraulic Eng ASCE , vol.138 , Issue.9 , pp. 777-787
    • Castro-Orgaz, O.1    Hager, W.H.2
  • 34
    • 84893731471 scopus 로고
    • Experimental investigation on spatially varied flow over side weirs
    • [M.Sc. thesis]. Civil Engineering Department, Sharif University of Technology, Tehran: Iran; (in Persian).
    • Jalili MR. Experimental investigation on spatially varied flow over side weirs [M.Sc. thesis]. Civil Engineering Department, Sharif University of Technology, Tehran: Iran; 1994 (in Persian).
    • (1994)
    • Jalili, M.R.1
  • 35
    • 84893812932 scopus 로고    scopus 로고
    • Velocity field of water flow at side weir
    • [Ph.D. Thesis]. Ljubljana University, Slovenia; [in Slovak].
    • Novak G. Velocity field of water flow at side weir [Ph.D. Thesis]. Ljubljana University, Slovenia; 2012 [in Slovak].
    • (2012)
    • Novak, G.1
  • 36
    • 72749106095 scopus 로고    scopus 로고
    • Flow over rectangular sharp-crested weirs
    • Bagheri S., Heidarpour M. Flow over rectangular sharp-crested weirs. J Irrig Sci 2010, 28:173-179.
    • (2010) J Irrig Sci , vol.28 , pp. 173-179
    • Bagheri, S.1    Heidarpour, M.2
  • 37
    • 8644267783 scopus 로고
    • Discussion of 'Spatially varied flow over side weirs' by K.Subramanaya and S.C. Awasthy
    • Argyropoulos P.A., Yu-Tek L. Discussion of 'Spatially varied flow over side weirs' by K.Subramanaya and S.C. Awasthy. J Hydraulic Div ASCE 1972, 98(11):2046-2048.
    • (1972) J Hydraulic Div ASCE , vol.98 , Issue.11 , pp. 2046-2048
    • Argyropoulos, P.A.1    Yu-Tek, L.2
  • 38
    • 0004063090 scopus 로고
    • A Comprehensive Foundation, Macmillan, New York, NY
    • Haykin S. Neural networks 1994, A Comprehensive Foundation, Macmillan, New York, NY.
    • (1994) Neural networks
    • Haykin, S.1
  • 39
    • 84995350672 scopus 로고    scopus 로고
    • Discussion of 'Discharge coefficient of rectangular side weir' by R. Singh, D. Manivannan and T. Satyanarayana
    • Jalili M.R., Borghei S.M. Discussion of 'Discharge coefficient of rectangular side weir' by R. Singh, D. Manivannan and T. Satyanarayana. J Irrig Drain Eng ASCE 1996, 122(2):132.
    • (1996) J Irrig Drain Eng ASCE , vol.122 , Issue.2 , pp. 132
    • Jalili, M.R.1    Borghei, S.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.