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Abstract

Pumping stations are used to irrigate about 78% of irrigated lands in the country with the help of mechanical pumping systems. The construction and reconstruction of new pumping stations, the implementation of comprehensive measures for the quality of repair work and the introduction of new technologies will ensure a guaranteed supply of water for crops. Mandatory shutdowns of pumping stations lead to untimely water supply and, as a result, reduced crop yields. Research and monitoring at the auxiliary pumping station revealed that contamination of the filter system installed in the technical water supply system was one of the main reasons for the forced shutdown of pumping equipment. Therefore, research on improving the technical water supply system for pumping equipment has become an urgent problem.

Keywords

Pump pumping station technical water supply hydrocyclone

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This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

How to Cite
Mirzaev Mirzabek Amrullo ugli. (2021). Analysis Of Technical Water Supply System Of Pump Stations In The Amudarya Basin. Texas Journal of Multidisciplinary Studies, 3, 202–207. Retrieved from https://zienjournals.com/index.php/tjm/article/view/476

References

  1. Decree of the President of the Republic of Uzbekistan No. PF-6024 of July 10, 2020 "On approval of the Concept of development of water resources of the Republic of Uzbekistan for 2020-2030".
  2. Oleg Glovatsky, Rustam Ergashev, Azamat Saparov, Mustafo Berdiev and Bobur Shodiev Cavitation-abrasive wear working collectors of pumps // IOP Conference Series: Materials Science and Engineering (2020) 869 042006.
  3. Glovaskiy O.Ya., Ergashev R.R., Rustamov Sh.R.Operation and inspection of large pumping stations. LAP LAMBERT Academic Publishing - 2013.-181b.
  4. Bazarov D.R., Norkulov B.E., Ruzimuxametova D.M.Izmenenie gidrologicheskogo rejima reki pri besplotinnom vodozabore (na primere vodozabora ABMK) «Architecture, construction, design» 4, 2011. Izd. TASI, Tashkent, 2011 39-42 p.
  5. Mamajonov M. Analysis of operational conditions of pumping stations of agricultural purposes.// Vestnik agrarnoy nauki Uzbekistana.Tash GAU.-Tashkent: 2004, № 1, p.77-80.
  6. Ibragimov I.A., Ismagilov H.A. K voprosu o koeffitsiente sheroxovatosti rusel rek v usloviyax zaregulirovannogo stocka vody. Journal "HYDROTECHNICS", №4 (33). RF. St. Petersburg., 2013. p.42–45.
  7. Ismagilov H.A., Ibragimov I.A. Hydraulic connections in the river when the river flow is controlled. Scientific application "Agro Ilm" of the journal "Agriculture of Uzbekistan". №1 (21). Tashkent, 2012. p.57–58.
  8. Ismagilov H.A., Ibragimov I.A. and dr. Gidravlicheskie soprotivleniya rechnyx rusel v usloviyax zaregulirovannogo stocka vody. Scientific application "Agro Ilm" of the journal "Agriculture of Uzbekistan". №1 (25). Tashkent, 2013. p.74–75.
  9. Ismagilov H.A., Ibragimov I.A. Rekomendatsii po gidravlicheskomu raschetu i krepleniyu beregov rusla r.Amudari v usloviyax zaregulirovannogo stoka vody. Journal “Mechanical Problems” №1. Tashkent, 2014. p.66–69.