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Experimental Study of the Effectiveness of a Combined Closure of the End Gate Pipeline Valve

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EN
Abstrakty
EN
One of the ways to ensure a reliable operation of irrigation systems is to protect them from water hammer (hydraulic shock) damage that occurs when starting or stopping a pumping station. This can be achieved by creating conditions in which a water hammer will not occur in the pressure pipeline as a result of closing the end gate valve (EGV). The aim of the present study was to investigate processes occurring in the pipeline during a linear closure of the EGV, during a closure with one break point and during an intermittent closure, as well as to verify the effectiveness of a combined end gate valve closure of the pipeline. Based on experimental data and calculations, the article recommends a linear closure of the EGV with one break point.
Rocznik
Strony
3--13
Opis fizyczny
Bibliogr. 10 poz., rys., tab.
Twórcy
  • Department of Water Power Engineering, Heat Power Engineering and Hydraulic Machines, National University of Water and Environmental Engineering, Rivne, vul. Soborna, 11
  • Research Department, National University of Water and Environmental Engineering, Rivne, vul. Soborna, 11
  • Department of Water Power Engineering, Heat Power Engineering and Hydraulic Machines, National University of Water and Environmental Engineering, Rivne, vul. Soborna, 11
  • Department of Computer Science in Water Engineering, National University of Water and Environmental Engineering, Rivne, vul. Soborna, 11
Bibliografia
  • 12-Channel Electromagnetic Oscillograph K12-22 (1978) Technical Specification and Operation Manual, ZPE.407.020 TO, 71 p. (in Russian).
  • Design of Closed Irrigation Systems. Pipes, fittings, equipment (1986) Ed. V. Dikarevskii, Moscow, Agropromizdat, p. 192–234 (in Russian).
  • Herasymov H. (2007) Designing Automated Pumping Stations: Textbook [online], Rivne: NUWEE, 552 p. Available at: http://ep3.nuwm.edu.ua/id/eprint/2265 [Accessed 7 Jan. 2019] (in Ukrainian).
  • Herasymov H., Ivanov S. (2005) Combined Closure of Pipeline End Gate Valve, Bulletin of NUWEE, 4 (32), Rivne: NUWEE, 111–118. (in Ukrainian).
  • Herasymov H., Ivanov S. (2006) Rational Methods of Irrigation Pipeline End GateValve Closure, Reclamation and Water Supply. 93–94, Kyiv, Agrarian Science, 231–235 (in Ukrainian).
  • Kilimnik V. (1971) Some Issues of Unifying Means of Protection of Hydraulic Systems Against Water Hammer, Exploitation of Mineral Deposits, 24, Kyiv, Tekhnika, 50–53 (in Russian).
  • Kodura A. (2016) An Analysis of the Impact of Valve Closure Time on the Course of Water Hammer, Archives of Hydro-Engineering and Environmental Mechanics, 63.10.1515/heem-2016-0003.
  • Kurganov A., Fedorov N. (1986) Hydraulic Calculations ofWater Supply and Sewerage Systems. Guidebook, Leningrad, Stroyizdat, pp. 205–206 (in Russian).
  • Piontak B., Skliar E. (1985) Rotational Velocity Sensor Radio, 11, 32–33 (in Russian).
  • Rud A. (1976) Wave Processes in Irrigation Pipelines with “Frigate” Irrigation Sprinklers, Hydraulics and Hydrotechnics: Interuniversity Collected Volume Papers, 166, Kishineu: KAgl, 64–68 (in Russian).
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4ff9e3e0-59f9-4d2f-a92d-8c2d403b8681
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