ENERGY SAVING THROUGH IMPROVED TOPOLOGY OF THE CITY WATER NETWORK

Authors

  • V. Novokhatniy National University "Yuri Kondratyuk Poltava Polytechnic"
  • О. Matyash National University "Yuri Kondratyuk Poltava Polytechnic"
  • І. Usenko National University "Yuri Kondratyuk Poltava Polytechnic"

DOI:

https://doi.org/10.33042/2522-1809-2023-1-175-99-104

Keywords:

water supply system, giving-distributive complex, water network, topology, energy saving

Abstract

This article compares the operation of the existing water supply system in the city  Kremenchuk, Poltava region, namely the giving-distributive complex (GDC), which includes the main water network and the pumping station of the 2-nd lift, with the GDC, in which the topological structure has been improved by introducing a new section of the network. During the operation of the GDC, the tasks of repairing or replacing pipes of individual sections  the water  network constantly arise.  At the same time, attention should also be paid to the topological structure of the water network during its reconstruction.  The need to improve the topological structure is clearly seen after performing hydraulic calculations and building piezometric maps.  For comparison, piezometric maps need to build before and after the reconstruction of the water  network.  At the nodal points of the network, a geodetic mark, free pressure and  piezometric mark are shown.  Considering that water moves from a larger piezometric mark to a smaller one, the directions of water movement and water network nodes with minimal free pressures are determined.  At the same time, flaws in the topological structure are found on the piezomap, which should be eliminated in order to increase its dependebility.  It is known that dependebility includes 3 components: reliability, maintainability and durability. Durability is ensured by the choice of pipe material during design.  If we take into account simultaneously reliability and maintainability, then a complex indicator should be used, namely, the availability factor Ka.  It estimates the probability that at any given time the section of water network is in working condition.  According to the topological structure, the water  network of the city should be looped and have more connections between nodes.  But in practice, this principle can not always be maintained, given the planning structure of the streets  the city.  Graphical representation of hydraulic calculations using piezomaps allows you to identify overloaded sections of the water network and increase its dependebility.  When improving the topological structure, it is necessary to use the prof. Novokhatniy principle, namely, new sections must be introduced so that they unite the existing nodes of the existing water network. Hydraulic calculations have shown that by improving the topological structure of the water network the city Kremenchuk, the annual energy saving is about 452 thousand kWh, which corresponds to a saving of about UAH 2.7 million per year (at the cost of electricity 6 UAH per 1 kWh).

Author Biographies

V. Novokhatniy, National University "Yuri Kondratyuk Poltava Polytechnic"

Doctor of Technical Sciences, Professor

О. Matyash, National University "Yuri Kondratyuk Poltava Polytechnic"

Candidate of Technical Sciences, Associate Professor

І. Usenko, National University "Yuri Kondratyuk Poltava Polytechnic"

Candidate of Technical Sciences, Associate Professor

References

Belozorov N.P., Luhovskoy M.V. (1973) Raschet system vodosnabzhenyya s prymenenyem vyichislitelnoy tekhnyky. M.:Kolos, 248 р.

Belan A.E., Khoruzhyy P.D. (1981) Proektyrovanye y raschët ustroystv vodosnabzhenyya. K.: Budivelʹnyk, 192 р.

Khoruzhyy P.D., Tkachuk O.A. (1993) Vodoprovidni systemy i sporudy. K.:Vyshcha shkola, 262 р.

Ukrayinetsʹ M.O. (2002) Vodoprovidni merezhi (teoriya i proektuvannya). Zaporizhzhya: ZDIA, 186 р.

Novokhatniy V.G. (2012) Reliability of functioning the giving-distributive complex water-supply systems (Doctoral dissertation). Available from National Library of Ukraine named of V.I. Vernadsky. (DC 131058).

Matyash O.V. (2012) Evaluation of reliability and improvement of calculations of the water with the networks of the ramified type systems: Dis. cand. tehn. Science: 05.23.04/ Poltava: PoltNTU, 225 р.

Khomutetska T.P. (2016) Energy saving water supply. K.: Agricultural Science. 304 p.

Novokhatniy V., Kostenko S., Matyash O. (2019). Reliability of small settlements water supply. Poltava: PNTU. 103 p.

Tkachuk O.A., Shevchuk A.Y. (2019) Determination of indicators functional reliability water supply facilities. Scientific Bulletin of Construction. v. 97. № 3. pp. 126-134.

Khomutetsʹka T.P. (2020) Rozvytok naukovykh i praktychnykh zasad enerhooshchadzhenoho vodopostachannya z pidzemnykh dzherel : dys. dokt. tekhn. nauk: 05.23.04/ K.: KNUBA, 389 р.

Matyash A., Usenko I., Myagkohlib R., Kostenko S. (2017) Estimation of reliability of metal water. Eastern-European Journal of Enterprise Technologies, 3/1 (87), 35-42 p. doi:10.15587/1729-4061.2017.101262.

Szpak D., Tchorzewska-Cieslak B. (2014) Assessment of the failure rate of water supply system in terms of safety of critical infrastructure. Chemik, Vol. 68, Issue 10. pp. 865-867.

Mays L. (2018) Water transmission and distribution. AWWA, Denver: US. 62 p.

Published

2023-04-03

How to Cite

Novokhatniy, V., Matyash О., & Usenko І. (2023). ENERGY SAVING THROUGH IMPROVED TOPOLOGY OF THE CITY WATER NETWORK. Municipal Economy of Cities, 1(175), 99–104. https://doi.org/10.33042/2522-1809-2023-1-175-99-104