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Practical aspects of the use of the sluice gate discharge equations to estimate the volumetric flow rate in the irrigation channels

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The article presents the experimental results of the calibration of the typical check structure with sluice gates installed in a trapezoidal irrigation channel. Hydraulic experiments on sluice gate discharge capacity were performed on a model made in a 1:2 scale. It has been explained how the method of measuring the downstream water depth below the sluice gate in the check structures installed in a trapezoidal irrigation channels affects the measured depth values. On the basis of hydraulic measurements, regression relationships were developed for the discharge coefficients for submerged outflow through the sluice gate in two types of sluice gates installed in irrigation channels. The formulas allow to calculate the volumetric flow rate below the submerged sluice gate after determining the water depth upstream and below the sluice gate and the gate opening height. The differences in volumetric flow rates calculated from regression relationships and measured values do not exceed 10%, which confirms their practical suitability for calculating the discharge through a sluice gate mounted in a trapezoidal channel. The values of the discharge coefficients determined in the channels with rectangular cross-sections are not useful for the discharge coefficients of sluice gates check structures installed in trapezoidal channels. Nomograms and relationships for discharge coefficients of the analysed sluice gate were developed.
Wydawca
Rocznik
Tom
Strony
129--137
Opis fizyczny
Bibliogr. 16 poz., fot., rys., wykr.
Twórcy
  • Warsaw University of Life Sciences – SGGW, Water Center, Warsaw, Poland
  • Warsaw University of Life Sciences – SGGW, Faculty of Civil and Environmental Engineering, Nowoursynowska 166, 02-787 Warsaw, Poland
Bibliografia
  • BOITEN W. 1992. Vertical gates for distribution of irrigation water. In: International conference on protection and development of the Nile and other major rivers. 3–5.02.1992 Cairo, Egypt. Rapport 30. Delft, the Netherlands. Landbouwuniversiteit Wageningen Vakgroep Waterhuishouding pp. 15.
  • CBSiPWM 1969. Zbiór projektów typowych budowli wodnomelioracyjnych. Projekty typowe zastawek typ Z. Ministerstwo Rolnictwa [A collection of projects of typical water-drainage structures. Typical designs of type-Z check structure. Polish Ministry of Agriculture]. Warszawa. Centralne Biuro Studiów i Projektów Wodnych Melioracji pp. 25.
  • CLEMMENS A.L., STRELKOFF T.S., REPLOGLE J.A. 2003. Calibration of submerged radial gates. Journal of Hydraulic Engineering. Vol. 129 (9) p. 680–687. DOI 10.1061/(ASCE)0733-9429(2003)129:9(680).
  • HENRY H.R. 1950. Discussion on “Diffusion of Submerged Jets”. Transactions American Society of Civil Engineers. Eds. M.L. Albertson, Y.B. Dai, R.A. Jensen, H. Rouse. Vol. 115, 2409 p. 687–694. DOI 10.1061/TACEAT.0006302.
  • JĘDRYKA E., KACA E. 1998. Ocena błędu oszacowania wartości współczynników wydatku melioracyjnych zastawek zasuwowych [Assessment of the error in estimating an output coefficient value for a melioration gate weirs]. Wiadomości Instytutu Melioracji i Użytków Zielonych. T. 19. Z. 3 p. 129–142.
  • KACA E. 1996. Wzorcowanie budowli wodnomelioracyjnych [Calibration of water-drainage structures]. Biblioteczka Wiadomości IMUZ. Nr 87. Falenty. Wydaw. IMUZ. ISBN 83-85735-26-7 pp. 48.
  • KACA E., KUBRAK J. (eds.) 2020. Budowle i urządzenia do pomiaru przepływu wody w kanałach melioracyjnych [Structures and devices for measuring water flow in irrigation canals]. Poznań. Bogucki Wydaw. Nauk. ISBN 978-83-7986-324-2 pp. 262.
  • KRAATZ D.B. 1975. Small hydraulic structures [online]. FAO Irrigation and Drainage Paper. Paper. No. 26/2. Rome. Food and Agriculture Organization of the United Nations. ISBN 92-5-100161-8 pp. 292. [Access 30.01.2020]. Available at: http://www.fao.org/3/a-bl046e.pdf
  • KUBRAK E., KUBRAK J., KICZKO A., KUBRAK M. 2020. Flow measurements using a sluice gate; Analysis of applicability. Water. Vol. 12(3), 819. DOI 10.3390/w12030819.
  • KUBRAK J., KUBRAK E. 2020. The use of the sluice gate discharge equations to estimate the volumetric flow rate in the irrigation channels. Journal of Water and Land Development. No. 45 p. 61–69. DOI 10.24425/jwld.2020.133046.
  • LOZANO D., M ATEOS L., M ERKLEJ G.P., C LEMMENS A.J. 2009. Field calibration of submerged sluice gates in irrigation canals. Journal of Irrigation and Drainage Engineering. Vol. 135(6). DOI 10.1061/(ASCE)IR.1943-4774.0000085.
  • OSKUYI N.N., SALMASI F. 2012. Vertical sluice gate discharge coefficient. Journal of Civil Engineering and Urbanism. Vol. 2(3) p. 108–114.
  • RAJARATNAM N., SUBRAMANYA K. 1967. Flow equations for the sluice gate. Journal of Irrigation and Drainage Engineering. Vol. 93(3) p. 167–186.
  • ROUSE H. 1946. Elementary mechanics of fluids. New York. Dover Publication pp. 376.
  • SWAMEE P.K. 1992. Sluice gate discharge equations. Journal of Irrigation and Drainage Engineering. Vol. 118(1) p. 56–60. DOI 10.1061/(ASCE)0733-9437(1992)118:1(56).
  • USBR 2001. Water measurement manual. A water resources technical publication. A guide to effective water measurement practices for better water management [online]. Washington, DC. United States Department of the Interior Bureau of Reclamation. [Access 30.01.2020]. Available https://www.usbr.gov/tsc/techreferences/mands/wmm/index.htm
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6ca73a92-22ea-49e3-8e74-e03cc0b07d46
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