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Volumn 32, Issue , 2013, Pages 90-95

Water surface profile along a side weir in a parabolic channel

Author keywords

Analytical solution; Incomplete elliptic integrals; Parabolic channels; Side weirs; Water surface profile

Indexed keywords

CIRCULAR CROSS-SECTIONS; DIRECT COMPUTATIONS; DISCHARGE ESTIMATION; INCOMPLETE ELLIPTIC INTEGRALS; PARABOLIC CHANNEL; SIDE- WEIRS; URBAN SEWAGE SYSTEMS; WATER SURFACE PROFILE;

EID: 84878236049     PISSN: 09555986     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.flowmeasinst.2013.04.010     Document Type: Article
Times cited : (20)

References (28)
  • 1
    • 84878214739 scopus 로고
    • The discharging capacity of side weirs. Selected Engineering Paper n.6. Institution of Civil Engineers;
    • Coleman GS, Smith D. The discharging capacity of side weirs. Selected Engineering Paper no.6. Institution of Civil Engineers; 1923.
    • (1923)
    • Coleman, G.S.1    Smith, D.2
  • 2
    • 0001616709 scopus 로고
    • Saggio di teoria del funzionamento degli stramazzi laterali
    • [in Italian]
    • De Marchi G. Saggio di teoria del funzionamento degli stramazzi laterali. Energia Elettrica 1934, 11(11):849-860. [in Italian].
    • (1934) Energia Elettrica , vol.11 , Issue.11 , pp. 849-860
    • De Marchi, G.1
  • 3
    • 84856789610 scopus 로고
    • The behavior of side weirs in prismatic rectangular channels.
    • Thesis presented to Glasgow University, in partial fulfillment for the degree of Doctor of Philosophy, England;
    • Frazer W. The behavior of side weirs in prismatic rectangular channels. Thesis presented to Glasgow University, in partial fulfillment for the degree of Doctor of Philosophy, England; 1954.
    • (1954)
    • Frazer, W.1
  • 4
    • 0141751767 scopus 로고
    • The discharge of water over side weirs in circular pipes
    • Proceedings of the institution of civil engineers, London, England;
    • Allen JW. The discharge of water over side weirs in circular pipes. In: Proceedings of the institution of civil engineers, vol. 6. London, England; 1957: p. 270-87.
    • (1957) , vol.6 , pp. 270-287
    • Allen, J.W.1
  • 7
    • 0024678926 scopus 로고
    • Charts for the hydraulic design of high side-weirs in storm sewage overflows
    • Delo E.A., Saul A.J. Charts for the hydraulic design of high side-weirs in storm sewage overflows. Proceedings of the Institution of Civil Engineers 1989, 87(2):175-193.
    • (1989) Proceedings of the Institution of Civil Engineers , vol.87 , Issue.2 , pp. 175-193
    • Delo, E.A.1    Saul, A.J.2
  • 9
    • 6444243573 scopus 로고    scopus 로고
    • Effect of specific energy variation on lateral overflows
    • Yüksel E. Effect of specific energy variation on lateral overflows. Flow Measurement and Instrumentation 2004, 15(5-6):259-269.
    • (2004) Flow Measurement and Instrumentation , vol.15 , Issue.5-6 , pp. 259-269
    • Yüksel, E.1
  • 10
    • 56449092704 scopus 로고    scopus 로고
    • Method of solution of nonuniform flow with the presence of rectangular side weir
    • Venutelli M. Method of solution of nonuniform flow with the presence of rectangular side weir. Journal of Irrigation and Drainage Engineering 2008, 134(6):840-846.
    • (2008) Journal of Irrigation and Drainage Engineering , vol.134 , Issue.6 , pp. 840-846
    • Venutelli, M.1
  • 11
    • 70549103119 scopus 로고    scopus 로고
    • Discussion of method of solution of nonuniform flow with the presence of rectangular side weir
    • Vatankhah A.R., Bijankhan M. Discussion of method of solution of nonuniform flow with the presence of rectangular side weir. Journal of Irrigation and Drainage Engineering 2009, 135(6):812-814.
    • (2009) Journal of Irrigation and Drainage Engineering , vol.135 , Issue.6 , pp. 812-814
    • Vatankhah, A.R.1    Bijankhan, M.2
  • 12
    • 79957845100 scopus 로고    scopus 로고
    • Discharging capacity of rectangular side weirs in straight open channels
    • Emiroglu M.E., Agaccioglu H., Kaya N. Discharging capacity of rectangular side weirs in straight open channels. Flow Measurement and Instrumentation 2011, 22(4):319-330.
    • (2011) Flow Measurement and Instrumentation , vol.22 , Issue.4 , pp. 319-330
    • Emiroglu, M.E.1    Agaccioglu, H.2    Kaya, N.3
  • 13
    • 0022266164 scopus 로고
    • Flow over side weirs in circular channels
    • Uyumaz A., Muslu Y. Flow over side weirs in circular channels. Journal of Hydraulic Engineering 1985, 111(1):144-160.
    • (1985) Journal of Hydraulic Engineering , vol.111 , Issue.1 , pp. 144-160
    • Uyumaz, A.1    Muslu, Y.2
  • 14
    • 3743131490 scopus 로고
    • Closure to flow over side weirs in circular channels
    • Uyumaz A., Muslu Y. Closure to flow over side weirs in circular channels. Journal of Hydraulic Engineering 1987, 113(5):688-690.
    • (1987) Journal of Hydraulic Engineering , vol.113 , Issue.5 , pp. 688-690
    • Uyumaz, A.1    Muslu, Y.2
  • 15
    • 3643133060 scopus 로고
    • Discussion of flow over side weir in circular channels
    • Hager W.H. Discussion of flow over side weir in circular channels. Journal of Hydraulic Engineering 1987, 113(5):685-688.
    • (1987) Journal of Hydraulic Engineering , vol.113 , Issue.5 , pp. 685-688
    • Hager, W.H.1
  • 16
    • 84876730421 scopus 로고    scopus 로고
    • New solution method for water surface profile along a side weir in a circular channel
    • Vatankhah A.R. New solution method for water surface profile along a side weir in a circular channel. Journal of Irrigation and Drainage Engineering (ASCE) 2012, 138(10):948-954.
    • (2012) Journal of Irrigation and Drainage Engineering (ASCE) , vol.138 , Issue.10 , pp. 948-954
    • Vatankhah, A.R.1
  • 18
    • 84856784842 scopus 로고    scopus 로고
    • Analytical solution for water surface profile along a side weir in a triangular channel
    • Vatankhah A.R. Analytical solution for water surface profile along a side weir in a triangular channel. Flow Measurement and Instrumentation 2012, 23(1):76-79.
    • (2012) Flow Measurement and Instrumentation , vol.23 , Issue.1 , pp. 76-79
    • Vatankhah, A.R.1
  • 19
    • 0026191769 scopus 로고
    • Discharge coefficient of lateral diversion from trapezoidal channel
    • Cheong H. Discharge coefficient of lateral diversion from trapezoidal channel. Journal of Irrigation and Drainage Engineering 1991, 117(4):461-475.
    • (1991) Journal of Irrigation and Drainage Engineering , vol.117 , Issue.4 , pp. 461-475
    • Cheong, H.1
  • 22
    • 84861795266 scopus 로고    scopus 로고
    • A discharge coefficient for a trapezoidal broad-crested side weir in subcritical flow
    • Haddadi H., Rahimpour M. A discharge coefficient for a trapezoidal broad-crested side weir in subcritical flow. Flow Measurement and Instrumentation 2012, 26:63-67.
    • (2012) Flow Measurement and Instrumentation , vol.26 , pp. 63-67
    • Haddadi, H.1    Rahimpour, M.2
  • 24
    • 0033407434 scopus 로고    scopus 로고
    • Discharge coefficient for sharp-crested side weir in subcritical flow
    • Borghei S.M., Jalili M.R., Ghodsian M. Discharge coefficient for sharp-crested side weir in subcritical flow. Journal of Hydraulic Engineering 1999, 125(10):1051-1056.
    • (1999) Journal of Hydraulic Engineering , vol.125 , Issue.10 , pp. 1051-1056
    • Borghei, S.M.1    Jalili, M.R.2    Ghodsian, M.3
  • 27
    • 18144448678 scopus 로고
    • Computer programming for flow over side weirs
    • Smith K.V.H. Computer programming for flow over side weirs. Journal of the Hydraulic Division 1973, 99(3):495-508.
    • (1973) Journal of the Hydraulic Division , vol.99 , Issue.3 , pp. 495-508
    • Smith, K.V.H.1
  • 28


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.