Reliability of Water Supply Networks

  • Authors

    • Alexander I. Guzynin
    • Alexander A. Guzynin
    • . .
    https://doi.org/10.14419/ijet.v7i4.8.27269

    Received date: February 11, 2019

    Accepted date: February 11, 2019

    Published date: October 13, 2018

  • ring water supply network, reliability, oriented network graph.
  • Abstract

    The reliability of ring water supply networks is investigated. Oriented graphs of annular water supply networks are considered. The structural reliability of such networks is determined. For these purposes, it is suggested to use the method of minimal paths and minimal sections in an oriented graph. This makes it possible to obtain an upper and lower reliability limit for water networks of arbitrary configuration with different diameters and lengths of sections. Using minimal paths and minimal cross-sections, equations are obtained for the reliability of annular water supply networks. For any water supply network, functions can be recorded that determine its actual reliability.

  • References

    1. Abramov NN (1984), [Nadezhnost' sistem vodosnabzheniya], Stroiizdat, Moscow, Russia, 216 p.
    2. Ilyin Yu A (1987), [Raschet nadezhnosti podachi vody], Stroitizdat, Moscow, Russia, 316p.
    3. Abramov NN (1972), [Teoriya i metodika rascheta sistem podachi i raspredeleniya vody], Moscow, Russia, 288 p.
    4. Barlou R, Proshan F (1969), Mathematical Reliability Theory, Sov. Radio, Moskow, Russia, 488 p.
    5. Galperin EM (2010), [Sovershenstvovaniye raschetnoy modeli funktsionirovaniya kol'tsevoy vodoprovodnoy seti (v poryadke ob-suzhde niya)], [Vodosnabzheniye i sanitarnaya tekhnika], Moscow, Russia, Vol. 2, pp. 51-59. http://vstmag.ru/ru/archives-all/2010/201
    6. Naimanov AYa, Turchina GS (2015), [Uchet neravnoznachnosty razlychnykh uchastkov vodoprovodnoy sety pry raschete nadezh-nosty system vodosnabzhenyya], Bulletin of the Donbas National Academy of Civil Engineering and Architecture, Ukraine, Vol. 3,pp. 97-101. DOI: https://doi.org/10.23670/IRJ.2017.64.061 http://nbuv.gov.ua/UJRN/vdnaba_2015_3_28
    7. Naimanov AYa (2005), [O nadezhnosti sistem vodosnabzheniya i vodootvedeniya], [Vodosnabzheniye i sanitarnaya tekhnika], Moscow, Russia, Vol. 7, pp.30 – 35. DOI: https://doi.org/10.23670/IRJ.2017.64.061
    8. Naimanov AYa (2006), [Osobennosti otsenki nadezhnosti koltsevoy seti vodosnabzheniya], [Vodosnabzheniye i sanitarnaya tekhnika], Moscow, Russia, Vol.12, pp. 11-16. DOI: https://doi.org/10.23670/IRJ.2017.64.061
    9. Naimanov AYa, Turchina GS (2015), [Otsenka nadezhnosti kol'tsevoy vodoprovodnoy seti s uchetom znachimosti uchastkov], [Visnyk ODABA], Odesa, Ukraine, Vol. 59, P. 84-89. DOI: https://doi.org/10.23670/IRJ.2017.64.061 http://nbuv.gov.ua/UJRN/Vodaba_2015_59_15
    10. Guzynin AI (2012), [Matematicheskaya model' nadezhnosti truboprovodov pri rekonstruktsii vodoprovodnykh setey], [Naukoviy vísnik budívnitstva], Kharkiv, KhNUBA, Ukraine, Vol. 69, p. 431-438.
    11. Guzynin AI, Guzynin AA (2009), [Pokazateli nadezhnosti system vodosnabzheniya], [Visnyk ODABA], Odesa, Ukraine, Vol. 34, P. 567-574.
    12. Guzynin AI (2007), [Raschet strukturnoy nadezhnosti kol'tsevykh vodoprovodnykh setey], [Zbirnyk naukovykh pratsʹ. Seriya: Ha-luzeve mashynobuduvannya, budivnytstvo.], Poltava, PNTU, Ukraine, Vol. 20, pp. 202-211.
    13. Guzynin AI (2007), [Otsenka nadezhnosti kol'tsevykh setey vodos-nabzheniya], [Naukoviy vísnik budívnitstva] Kharkiv, KhNUBA, Ukraine, Vol. 41, pp. 238-247.
    14. Belyaev YuK, Bogatyrev VA, Bolotin VV and others. Ed. Ush-akov IA (1985), [Nadezhnost' tekhnicheskikh sistem. Spravochnik], [Radio I svyazʹ], Moscow, Russia, 608 p.
    15. Dasic T, Djordjevic B (2004), Method for water distribution sys-tems reliability evaluation. 2nd International Congress on Environ-mental Modelling and Software - Osnabrück, Germany - June 2004. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3398&context=iemssconference
    16. Guzynin AI, Kurganov AM (1982), [K tekhniko-ekonomicheskomu raschetu kol'tsevykh setey vodosnabzheniya], [Izv. vuzov. Stroitel'stvo i arkhitektura], Novosibirsk, Russia, Vol. 1, pp. 111 - 116.
    17. Pichugin S, Zyma O, Vynnykov P, “Reliability Level of the Buried Main Pipelines Linear Part ” Recent Progress in Steel and Compo-site Structures – Proceedings of the 13th International Conference on Metal Structures, ICMS 2016, (2016), pp: 551–558.
    18. DOI: 10.1201/b21417-76
    19. Moshnin LF, Gomez SC, Guzynin AI, Karimov RKh., Raikher AN, Tikhonov NA (1984), [Sovremennyye metody rascheta sistem po-dachi i raspredeleniya vody], [Vodosnabzheniye i sanitarnaya tekhnika], Moscow, Russia, Vol. 10, pp.7-9.
    20. DBN V.2.5-74: 2013. [Vodopostachannya zovnishni merezhi i sporudy. Osnovni polozhennya proektuvannya], Kyiv Minregion of Ukraine 2013, 115 p. http://online.budstandart.com/ua/catalog/doc-page?id_doc=54058
    21. Stepova, O., Parashchiienko, I., & Lartseva, I. (2018). Calculation of steel pipeline corrosion depth at the galvanic corrosive element operation. International Journal of Engineering and Technolo-gy(UAE), 7(3), 431-435. https://doi.org/10.14419/ijet.v7i3.2.14566
    22. Zotsenko, M., Vynnykov, Y., Doubrovsky, M., Oganesyan, V., Shokarev, V., Syedin, V., Meshcheryakov, G. (2013). Innovative solutions in the field of geotechnical construction and coastal ge-otechnical engineering under difficult engineering-geological condi-tions of ukraine. Paper presented at the 18th International Confer-ence on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, 32645-2648.
  • Downloads

  • How to Cite

    I. Guzynin, A., A. Guzynin, A., & ., . (2018). Reliability of Water Supply Networks. International Journal of Engineering and Technology, 7(4.8), 348-354. https://doi.org/10.14419/ijet.v7i4.8.27269