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Volumn 16, Issue 1, 2005, Pages 21-26

Flow measurement using free overfall in inverted semi-circular channel

Author keywords

End depth; Flow measurement; Free overfall; Inverted semi circular; Subcritical flows

Indexed keywords

CHANNEL FLOW; COMPUTATIONAL METHODS; DATA ACQUISITION; PRESSURE EFFECTS;

EID: 12944255635     PISSN: 09555986     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.flowmeasinst.2004.09.002     Document Type: Article
Times cited : (15)

References (23)
  • 1
    • 0037368990 scopus 로고    scopus 로고
    • Theoretical end-depth-discharge relationship for rectangular channels
    • Z. Ahmad Theoretical end-depth-discharge relationship for rectangular channels J. Irrig. Drain. Eng., ASCE 129 2 2003 138-141
    • (2003) J. Irrig. Drain. Eng., ASCE , vol.129 , Issue.2 , pp. 138-141
    • Ahmad, Z.1
  • 2
    • 0036624662 scopus 로고    scopus 로고
    • End-depth-discharge relationship for circular free overfall
    • Z. Ahmad End-depth-discharge relationship for circular free overfall J. Inst. Eng. 83 2002 21-24
    • (2002) J. Inst. Eng. , vol.83 , pp. 21-24
    • Ahmad, Z.1
  • 3
    • 12944308340 scopus 로고    scopus 로고
    • Flow measurement with trapezoidal free overfall
    • Z. Ahmad Flow measurement with trapezoidal free overfall J. Hydraul. Eng., ISH 7 2 2001 32-44
    • (2001) J. Hydraul. Eng., ISH , vol.7 , Issue.2 , pp. 32-44
    • Ahmad, Z.1
  • 4
    • 0029413443 scopus 로고
    • General end-depth-discharge relationship at free overall in trapezoidal channel
    • L. Anastasiadou-Partheniou E. Hatzigiannakis General end-depth-discharge relationship at free overall in trapezoidal channel J. Irrig. Drain. Eng., ASCE 121 2 1995 143-151
    • (1995) J. Irrig. Drain. Eng., ASCE , vol.121 , Issue.2 , pp. 143-151
    • Anastasiadou-Partheniou, L.1    Hatzigiannakis, E.2
  • 5
    • 0031253356 scopus 로고    scopus 로고
    • Outflow Characteristics from Circular Pipe
    • C. Beatrix W.H. Hager Outflow Characteristics from Circular Pipe J. Hydraul. Eng., ASCE 123 10 1997 914-917
    • (1997) J. Hydraul. Eng., ASCE , vol.123 , Issue.10 , pp. 914-917
    • Beatrix, C.1    Hager, W.H.2
  • 6
    • 0032124896 scopus 로고    scopus 로고
    • Flow measurement in sloping channels with rectangular free overfall
    • A.C. Davis B.G.S. Ellett R.P. Jacob Flow measurement in sloping channels with rectangular free overfall J. Hydraul. Eng., ASCE 124 7 1998 760-763
    • (1998) J. Hydraul. Eng., ASCE , vol.124 , Issue.7 , pp. 760-763
    • Davis, A.C.1    Ellett, B.G.S.2    Jacob, R.P.3
  • 7
    • 0038007945 scopus 로고    scopus 로고
    • Free overfall in inverted semicircular channels
    • S. Dey Free overfall in inverted semicircular channels J. Hydraul. Eng., ASCE 129 6 2003 438-447
    • (2003) J. Hydraul. Eng., ASCE , vol.129 , Issue.6 , pp. 438-447
    • Dey, S.1
  • 8
    • 0037338427 scopus 로고    scopus 로고
    • Overfall in U-shaped channels
    • S. Dey Overfall in U-shaped channels J. Eng. Mech., ASCE 129 3 2003 358-362
    • (2003) J. Eng. Mech., ASCE , vol.129 , Issue.3 , pp. 358-362
    • Dey, S.1
  • 9
    • 0035274155 scopus 로고    scopus 로고
    • EDR in circular channels
    • S. Dey EDR in circular channels J. Irrig. Drain. Eng., ASCE 127 2 2001 110-112
    • (2001) J. Irrig. Drain. Eng., ASCE , vol.127 , Issue.2 , pp. 110-112
    • Dey, S.1
  • 10
    • 0032144967 scopus 로고    scopus 로고
    • End depth in circular channels
    • S. Dey End depth in circular channels J. Hydraul. Eng., ASCE 124 8 1998 856-863
    • (1998) J. Hydraul. Eng., ASCE , vol.124 , Issue.8 , pp. 856-863
    • Dey, S.1
  • 11
    • 0001913915 scopus 로고
    • End depth at a drop in trapezoidal channels
    • M.H. Diskin End depth at a drop in trapezoidal channels J. Hydraul. Eng., ASCE 87 4 1961 911-932
    • (1961) J. Hydraul. Eng., ASCE , vol.87 , Issue.4 , pp. 911-932
    • Diskin, M.H.1
  • 12
    • 0032922868 scopus 로고    scopus 로고
    • Theoretical end-depth-discharge relationship for free overall
    • V. Ferro Theoretical end-depth-discharge relationship for free overall J. Irrig. Drain. Eng., ASCE 125 1 1999 40-44
    • (1999) J. Irrig. Drain. Eng., ASCE , vol.125 , Issue.1 , pp. 40-44
    • Ferro, V.1
  • 13
    • 0011338463 scopus 로고    scopus 로고
    • Prediction of discharge in circular free overfall (for positive, zero, and negative slopes)
    • R.D. Gupta M. Jamil M. Beg M. Mohsin Prediction of discharge in circular free overfall (for positive, zero, and negative slopes) J. Hydraul. Eng., ISH 6 1 2000 25-34
    • (2000) J. Hydraul. Eng., ISH , vol.6 , Issue.1 , pp. 25-34
    • Gupta, R.D.1    Jamil, M.2    Beg, M.3    Mohsin, M.4
  • 14
    • 0027333877 scopus 로고
    • Discharge prediction in smooth trapezoidal free overfall - (positive, zero, and negative slopes)
    • R.D. Gupta M. Jamil M. Mohsin Discharge prediction in smooth trapezoidal free overfall-(positive, zero, and negative slopes) J. Irrig. Drain. Eng., ASCE 119 2 1993 215-224
    • (1993) J. Irrig. Drain. Eng., ASCE , vol.119 , Issue.2 , pp. 215-224
    • Gupta, R.D.1    Jamil, M.2    Mohsin, M.3
  • 16
    • 0024607502 scopus 로고
    • Flow measurements with trapezoidal free overfall
    • R.J. Keller S.S. Fong Flow measurements with trapezoidal free overfall J. Irrig. Drain. Eng., ASCE 115 1 1989 125-136
    • (1989) J. Irrig. Drain. Eng., ASCE , vol.115 , Issue.1 , pp. 125-136
    • Keller, R.J.1    Fong, S.S.2
  • 17
    • 0027766149 scopus 로고
    • On the free overfall
    • E. Marchi On the free overfall J. Hydraul. Res. 31 6 1993 777-790
    • (1993) J. Hydraul. Res. , vol.31 , Issue.6 , pp. 777-790
    • Marchi, E.1
  • 19
    • 0000855243 scopus 로고
    • Discharge characteristics of the free overfall
    • H. Rouse Discharge characteristics of the free overfall Civil Eng., ASCE 1936 257-260
    • (1936) Civil Eng., ASCE , pp. 257-260
    • Rouse, H.1
  • 20
    • 0004290311 scopus 로고    scopus 로고
    • New Delhi: Tata McGraw-Hill Publishing Company Limited
    • K. Subramanya Flow in Open Channels 1997 Tata McGraw-Hill Publishing Company Limited New Delhi
    • (1997) Flow in Open Channels
    • Subramanya, K.1
  • 22
    • 0004026453 scopus 로고
    • End Depth Method for Estimating Flow in Rectangular Channels with a Free Over Fall
    • ISO 3874 ISO Geneva
    • ISO 3874, End Depth Method for Estimating Flow in Rectangular Channels with a Free Over Fall, ISO Geneva, 1977
    • (1977)
  • 23
    • 0004026451 scopus 로고
    • End Depth Method for Estimating Flow in non-Rectangular Channels with a Free Over Fall
    • ISO 4371 ISO Geneva
    • ISO 4371, End Depth Method for Estimating Flow in non-Rectangular Channels with a Free Over Fall, ISO Geneva, 1984
    • (1984)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.