Operation of Pipe Water Transmission Structure in Interaction with Subsiding Soil

Authors

  • R. Хujakulov Karshi Engineering and Economic Institute, 180100, Kashkadarya
  • S.Saidov Karshi Engineering and Economic Institute, 180100, Kashkadarya, Uzbekistan
  • M. Safarova 2nd year master's degree student Karshi Institute of Engineering and Economics
  • B. Boltaboev 2nd year master's degree student Karshi Institute of Engineering and Economics
  • T. Rozikov 2nd year master's degree student Karshi Institute of Engineering and Economics.

DOI:

https://doi.org/10.47494/wjau.v1i4.33

Keywords:

humidity, process, deformation, horizontal expansion, flyer, priming, pressure depth, diameter zone, stamp, border

Abstract

As is known, in compliance with all the requirements and recommendations of regulatory documents on the design of irrigation systems on subsident soils, deformations of the foundations of structures often significantly exceed the calculated ones, which can cause loss of operational suitability of irrigation structures. The above determines the need for further study of the features of the interaction of irrigation facilities with their subsidence bases. This article is devoted to this problem, in particular, to the study of the influence of stress redistribution in the moistened subsidence bases of tubular hydraulic structures on the stress state of their elements and the stress-strain state of loess subsidence bases of hydraulic structures in the Karshi steppe.

References

Yu.S.Vasilyev,V.V.Elistratov,I.G.Kudryasheva,M.Mukhammadiyev,B.UrishevUse of maneuverable pro-perties of hydroelectric power plants and hydro accumulating power plants for improving reliability and operating efficiency of electric power systems of common wealth countries (using example of power plants of russia and the Republic of Uzbekistan).E3S Web of Conferences 216, 01139 (2020), RSES 2020. https://doi.org/10.1051/e3sconf/202021601139

В. Urishev, RBeytullayeva, А Umirov, О AlmardonovHydraulic energy storage of wind power plants.E3S Web of Conferences 264, 04053 (2021) https://doi.org/10.1051/e3sconf/202126404053CONMECHYDRO - 2021

Bazarov D., Markova I., Norkulov B., Isabaev K. Operational efficiency of water damlessintake, (2020), doi:10.1088/1757-899X/869/7/072051

Bazarov D.R.,Vorhidov,O.F.,Lutsenko, L.A.,Sultanov, S.Restrictions Applied When Solving One-Dimensional Hydrodynamic Eguations.Proceedings of EECE 2019,Lekture Notes in Civil Engineering 70 2019.Pp299-305.DOI:10.1007/978-3-030-42351-3 26

В Urishev, Mukhammadiev, A Abduazizuulu, H MurodovUse of large irrigation pumping stations for highly manual daily regulation of capacities in the energy system of the Republic of UzbekistanE3S Web of Conferences 264, 04057 (2021) httoi.org/ps://d10.1051/e3sconf/202126404057. CONMECHYDRO - 2021

В.Urishev, F.Nosirov, Ulugbek Kuvatov, F.Artikbekova and D.Kuvvatov Trajectory of sediment deposition at the bottom of water intake structures of pumping stations VII International Scientific Conferense, IPICSE 11th – 14th November 2020. IO Conf. Series: Materials Science and Engineering 1030(2021)012137, doi:10.1088/1757 899X/1030/1/012137.

R. Хujakulov,UNormurodov, M Zaripov,UAbdurakhmonov and M Berdiev Dependence of the wetting rate of the loess base on the moisture conditions E3S Web of Conferences 264, 01051 (2021) https://doi.org/10.1051/e3sconf/202126403051 CONMECHYDRO - 2021

R.Хujakulov, M Zaripov and U Normurodov Subsidence deformations of the foundations of hydraulic structuresE3S Web of Conferences 264, 03069 (2021) https://doi.org/10.1051/e3sconf/202126403069 CONMECHYDRO - 2021

Xujakulov R. Stresses in subsidence bases of flutbet models under the moisturizing conditions. IPICSE 2020 IOP Conf. Series: Materials Science and Engineering 1030 (2021) 012138 IOP Publishing doi:10.1088/1757-899X/1030/1/012138

R. Xujakulov, M Rahmatov, E Nabiev and M Zaripov. Determination of calculating stresses on the depth of loess grounds of hydraulic structures, IOP Conf. Series: Materials Science and Engineering 1030 (2021), doi:10.1088/1757- 899X/1030/1/0121331

Bakiev M.R. Criteria for the reliability of the Ugam irrigation system. International scientific and practical conference "Improving the efficiency, reliability and safety of hydraulic structures." Vol. 1, Tashkent, 2018, pp. 23-28.

Bakiev M.R. Analysis of the problems of reliable and safe operation of earth dams of water storage facilities. In Sat. international scientific and practical conference "Improving the efficiency, reliability and safety of hydraulic structures." T.1, T., 2018, p. 16-22.

Bandurin M.A. Diagnostics of the technical state and assessment of the residual resource of the operability of water-conducting structures of irrigation systems. Step Doctorate in Engineering Sciences, Moscow, MGUP-2017, 285 p.

Zasov S.V., Khuzhakulov R. Improving the operational reliability and safety of hydraulic structures of irrigation systems on subsidence soils. Monograph.Tashkent, Voris, 2019.162 p.

Khuzhakulov R. Hydrotechnical constructions of irrigation systems on loess subsiding soils of the Republic of Uzbekistan.Inthe journal Innovative Technologies,№1(33),2019 pp52-57.

Kaufman B.D., Shulman S.G. Methods of the uncertain factors account in a reliability assessment of a “construction-foundation” system at seismic impacts. Proc / of 4th Annual International Conference on Civil Engineering.May 2014.Athens, Greece.

RustamXujakulov, Sergey Zasov. Studying of Deformation Properties of the Additive Bases with the Help utilizing Special Installation.InternationalJournal of Advanced Research in Science, Engineering and Technology.Vol.6,Issue 5,May 2019.www.ijarset.com

S. Eshev, Sh. Latipov, A. Qurbonov, J. Sagdiyev, M. Berdiev, N. Mamatov. Non-eroding speed of water flow of channels running in cohesive soils. Intedration, Partnership. Innovationm in construction science-education (IPICSE 2020). 2020 y. 11-14 november. IOP Conf. Series: Materials Science and Engineering 1030 (2021) 012131. IOP Publishing. doi: 10.1088 / 1757-899X / 1030/1/012131

KosichenkoYu.M., Study of a hydraulically advantageous profile polygonal section of large channels and their hydraulic resistance // Prirodoobustroystvo. 2014.No 2.P.85-89.

S. Eshev, A. Rakhimov1, I. Gayimnazarov, A. Isakov1, B. Shodiev, F. Bobomurodov. Dynamically stable sections of large soil canals taking into account wind waves. Intedration, Partnership. Innovationm in construction science-education (IPICSE 2020). 2020 y. 11-14 november. IOP Conf. Series: Materials Science and Engineering 1030 (2021) 012131. IOP Publishing. doi: 10.1088 / 1757-899X / 1030/1/012131

S.Eshev ,A.Khazratov, A Rakhimov, Sh. A. LatipovInfluence of wind waves on the flow in flowing reservoirs. IIUM Engineering Journal, Vol. 21, No. 2, 2020. P.125- 132 DOI: https://doi.org/10/31436/iiumej.v21i2.1329. https://doi.org/10.31436/iiumej.v21i2.1329.

Volosukhin V.A. Factors determining the safety of hydraulic structures for water management purposes. Science and security. -2014.-No.3 (12) .- P.7-8.

Dokin V.A. Study of the joint work of irrigation structures and their subsidence foundations, composed of loess soils: Dis. for a job. uch. step. Cand. those. sciences. M., 1980, 176 p.

Dokin V.A, Zasov S.V. Features of the work of hydraulic tubular structures on subsiding loess soils. –In Kn.: Constructions and foundationsof land reclamation facilities. M .:MGMI,1982, pp.69-73.

Zasov S.V., Frolov N.N. Study of the stress-strain state of loess subsidence foundations of structures. In the book:Hydraulic structures, foundations and foundations, engineering structures. M .: MGMI. 1982, p. 36-43.

Zasov S.V. Interaction of hydroconstructions of irrigation systems with subsiding bases. Autoreferat.cand.tech.science. M., 1986.pp20.

Zasov S.V., Frolov N.N., Khuzhakulov R. Features of the stress-strain state of loess subsidence foundations of the NIITZIagroprom structure of the Ministry of Agriculture of the Russian Federation, No.-68, VS-96, Dep. M., 1996, 6 p.

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Published

2022-12-16

How to Cite

R. Хujakulov, S.Saidov, M. Safarova, B. Boltaboev, & T. Rozikov. (2022). Operation of Pipe Water Transmission Structure in Interaction with Subsiding Soil. World Journal of Agriculture and Urbanization, 1(12), 1–12. https://doi.org/10.47494/wjau.v1i4.33

Issue

Vol. 1 No. 12 (2022): DECEMBER

Section

Agricultural Technology

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Copyright (c) 2022 R. Хujakulov, S.Saidov, M. Safarova, B. Boltaboev, T. Rozikov

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