메뉴 건너뛰기




Volumn 35, Issue 1, 2004, Pages 73-79

End-depth in inverted semicircular channels: Experimental and theoretical studies

Author keywords

End depth; Flow measurement; Free overfall; Free surface flow; Open channel flow; Steady flow

Indexed keywords

FLOW OF FLUIDS; PARAMETER ESTIMATION; PRESSURE EFFECTS;

EID: 0942302047     PISSN: 00291277     EISSN: None     Source Type: Journal    
DOI: 10.2166/nh.2004.0006     Document Type: Article
Times cited : (8)

References (19)
  • 1
    • 0029413443 scopus 로고
    • General end-depth-discharge relationship at free overfall in trapezoidal channel
    • Anastasiadou-Partheniou, L. and Hatzigiannakis, E. (1995). General end-depth-discharge relationship at free overfall in trapezoidal channel. J. Irrig. Drain. Engng., 121(2), 143-151.
    • (1995) J. Irrig. Drain. Engng. , vol.121 , Issue.2 , pp. 143-151
    • Anastasiadou-Partheniou, L.1    Hatzigiannakis, E.2
  • 2
    • 0003315610 scopus 로고
    • Non-uniform flow in front of a free overfall
    • Anderson, M.V. (1967). Non-uniform flow in front of a free overfall. Acta Polytechnic Scand., 42, 73-83.
    • (1967) Acta Polytechnic Scand. , vol.42 , pp. 73-83
    • Anderson, M.V.1
  • 3
    • 0000620936 scopus 로고
    • On two-dimensional inviscid flow in a waterfall
    • Clarke, N.S. (1965). On two-dimensional inviscid flow in a waterfall. J. Fluid Mech., 22, 359-369.
    • (1965) J. Fluid Mech. , vol.22 , pp. 359-369
    • Clarke, N.S.1
  • 4
  • 5
    • 0032144967 scopus 로고    scopus 로고
    • End depth in circular channels
    • ASCE
    • Dey, S. (1998b). End depth in circular channels. J. Hydraul. Engng., ASCE, 124(8), 856-863.
    • (1998) J. Hydraul. Engng. , vol.124 , Issue.8 , pp. 856-863
    • Dey, S.1
  • 6
    • 0033877221 scopus 로고    scopus 로고
    • End depth in steeply sloping rough rectangular channels
    • Dey, S. (2000). End depth in steeply sloping rough rectangular channels. Sadhana, Proc. Indian Acad. Sci., 25, 1-10.
    • (2000) Sadhana, Proc. Indian Acad. Sci. , vol.25 , pp. 1-10
    • Dey, S.1
  • 7
    • 0035274155 scopus 로고    scopus 로고
    • EDR in circular channels
    • Dey, S. (2001a). EDR in circular channels. J. Irrig. Drain. Engng., 127(2), 110-112.
    • (2001) J. Irrig. Drain. Engng. , vol.127 , Issue.2 , pp. 110-112
    • Dey, S.1
  • 8
    • 0002855379 scopus 로고    scopus 로고
    • Flow metering by end-depth method in elliptic channels
    • Dey, S. (2001b). Flow metering by end-depth method in elliptic channels. Dam Engng., 12(1), 5-19.
    • (2001) Dam Engng. , vol.12 , Issue.1 , pp. 5-19
    • Dey, S.1
  • 9
    • 0036623976 scopus 로고    scopus 로고
    • Hydraulics of free overfall in (Δ-shaped channels. Sadhana
    • Dey, S. and Ravi Kumar, B. (2002). Hydraulics of free overfall in (Δ-shaped channels. Sadhana. Proc. Indian Acad. Sci., 27, 353-363.
    • (2002) Proc. Indian Acad. Sci. , vol.27 , pp. 353-363
    • Dey, S.1    Ravi Kumar, B.2
  • 10
    • 0001913915 scopus 로고
    • The end depth at a drop in trapezoidal channels
    • ASCE
    • Diskin, M.H. (1961). The end depth at a drop in trapezoidal channels. J. Hydraul. Div., ASCE, 87(4), 11-32.
    • (1961) J. Hydraul. Div. , vol.87 , Issue.4 , pp. 11-32
    • Diskin, M.H.1
  • 11
    • 0020566984 scopus 로고
    • Hydraulics of the plane overfall
    • ASCE
    • Hager, W.H. (1983). Hydraulics of the plane overfall. J. Hydraul. Engng., ASCE, 109(2), 1683-1697.
    • (1983) J. Hydraul. Engng. , vol.109 , Issue.2 , pp. 1683-1697
    • Hager, W.H.1
  • 13
    • 0024607502 scopus 로고
    • Flow measurements with trapezoidal free overfall
    • ASCE
    • Keller, R.J. and Fong, S.S. (1989). Flow measurements with trapezoidal free overfall. J. Irrig. Drain. Engng., ASCE, 115(1), 125-136.
    • (1989) J. Irrig. Drain. Engng. , vol.115 , Issue.1 , pp. 125-136
    • Keller, R.J.1    Fong, S.S.2
  • 14
    • 0002358663 scopus 로고
    • End depth for exponential channels
    • ASCE
    • Rajaratnam, N. and Muralidhar, D. (1964a). End depth for exponential channels. J. Irrig. Drain. Div., ASCE, 90(1), 17-36.
    • (1964) J. Irrig. Drain. Div. , vol.90 , Issue.1 , pp. 17-36
    • Rajaratnam, N.1    Muralidhar, D.2
  • 15
    • 0002358661 scopus 로고
    • End depth for circular channels
    • ASCE
    • Rajaratnam, N. and Muralidhar, D. (1964b). End depth for circular channels. J. Hydraul. Div., ASCE, 90(2), 99-119.
    • (1964) J. Hydraul. Div. , vol.90 , Issue.2 , pp. 99-119
    • Rajaratnam, N.1    Muralidhar, D.2
  • 16
    • 0000855243 scopus 로고
    • Discharge characteristics of the free overfall
    • ASCE
    • Rouse, H. (1936). Discharge characteristics of the free overfall. Civil Engng., ASCE, 6(4), 257-260.
    • (1936) Civil Engng. , vol.6 , Issue.4 , pp. 257-260
    • Rouse, H.1
  • 17
    • 0001684201 scopus 로고
    • Brink depth for a circular channel
    • ASCE
    • Smith, C.D. (1962). Brink depth for a circular channel. J. Hydraul. Div., ASCE, 88(6), 125-134.
    • (1962) J. Hydraul. Div. , vol.88 , Issue.6 , pp. 125-134
    • Smith, C.D.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.