Mathematical model of the topological structure of the urban water supply network

Authors

  • Hnatushenko Volodymyr
  • Myrosenko Dmytro

DOI:

https://doi.org/10.34185/1562-9945-1-150-2024-01

Keywords:

water supply network, mathematical model, geoinformation system, hydraulic calculation, network analysis, optimal structure of water supply network.

Abstract

To effectively manage urban water supply networks, utility companies providing water supply and drainage (hereinafter referred to as KP "Vodokanal") need to solve the following problems: - use of topographic maps of scales 1:500, 1:1000, 1:2000, which include both ground-based buildings , as well as adjacent underground communications - water supply and sewerage, electrical networks, gas supply networks, heat supply, communications, etc.; - hydraulic calculations of the water supply network to determine the condition, analysis and optimization of the network structure; - prompt elimination of emergency situations and re-sumption of the network after the emergency is eliminated; - control and management of drinking water quality; - availability of pressure, flow and piezometer monitoring devices; - automated control of pumping stations; - saving energy resources; – network inventory. A comprehensive solution to these problems is provided by a geoinformation automated water supply network management system. Automated network management is carried out using geoinformation technologies, mathematical and geoinformation models of the water supply network. The work proposes a mathematical model of the topological structure of the water supply network, defines geospatial data bases about network objects and the interrelation-ships of these objects, taking into account the topological structure of the network to provide geoinformation and mathematical modeling of the hydraulic state of the water supply net-work, solving problems of emergency processing, monitoring the quality of drinking water, and optimizing the network, energy saving. To construct a digital model of the branched-ring structure of a topological graph, digital vector topographic maps are used as follows: - based on the results of geodetic surveys, water supply network facilities are marked on the topog-raphic map with symbols; - analysis of information-graphic diagrams of well details indicates the presence of pressure/flow regulators and hydrants. If there are regulators, their symbols are applied to the polyline of the water supply section at the symbol of the well at the point where the water pipe is inserted into the well, their diameters and the percentage of opening are indicated; - if there is a hydrant, the symbol for a well without a hydrant is replaced with the symbol for a well with a hydrant; - for all objects of the water supply network, the values of technical and graphic parameters are determined; - the orientation of the graph is deter-mined - the direction of water flow; – a matrix of incidents of vertices and contours is formed.

References

Bakhrushin V.Ie., Myrosenko D.O. Doslidzhennia ta rozrobka heoinformatsiinoi pidsystemy povirochnoho rozrakhunku miskoi merezhi vodopostachannia // Systemni tekhnolohii. Rehionalnyi mizhvuzivskyi zbirnyk naukovykh prats. - Vypusk 5(46). - Dnipropetrovsk, 2006. – S. 73-80.

Bakhrushin V.Ie., Myrosenko D.O., Savin V.V. Rozrobka i doslidzhennia heoinformatsiinoi systemy obrobky avariinykh sytuatsii miskoi merezhi vodopostachannia // Systemni tekhnolohii. Rehionalnyi mizhvuzivskyi zbirnyk naukovykh prats. - Vypusk 1(24). - Dnipropetrovsk, 2003. – S. 62-68.

Bakhrushin V.Ie., Myrosenko D.O. Doslidzhennia ta rozrobka heoinformatsiinoi pidsystemy konstruktorskoho rozrakhunku miskoi merezhi vodopostachannia // Systemni tekhnolohii. Rehionalnyi mizhvuzivskyi zbirnyk naukovykh prats. - Vypusk 3(50). - Dnipropetrovsk, 2007. – S. 55-61.

Rozrakhunok vodoprovidnykh merezh. Navchalnyi posibnyk dlia vuziv / N.N. Abramov, M.M. Pospelova, M.A. Somov y dr. - M.: Budizdat, 1983.

Umovni znaky dlia topohrafichnykh planiv masshtabiv 1:5000, 1:2000, 1:1000, 1:500. - K.: Ministerstvo ekolohii ta pryrodnykh resursiv Ukrainy, 2001, S. 268.

Myrosenko D.O. Heoinformatsiina systema enerhozberihaiuchoho upravlinnia miskymy merezhamy vodopostachannia // ETEVK-2017. Zbirka dopovidei. - m.Chornomorsk, 2017. - S.221 - 224.

Myrosenko D.O. Heoinformatsiina systema modeliuvannia ta upravlinnia miskymy merezhamy vodopostachannia // ETEVK-2019 Mizhnarodnyi konhres ta tekhnichna vystavka. Zbirka dopovidei. - m.Chornomorsk, 2019. - S.276 - 283.

Myrosenko D.O. Heoinformatsiina systema optymalnoho upravlinnia miskymy merezhamy vodopostachannia // Vodopostachannia ta vodovidvedennia. Vyp.5 - Kyiv, 2020. - S. 29 - 35.

Myrosenko D.O. Doslidzhennia i rozrobka heoinformatsiinoi pidsystemy povirochnoho rozrakhunku miskoi merezhi vodopostachannia // Vodopostachannia ta vodovidvedennia. Vyp.6 - Kyiv, 2020. - S. 21 - 25.

Horban O.M., Myrosenko D.O. Doslidzhennia, matematychne modeliuvannia y rozrobka heoinformatsiinoi systemy operatyvnoho enerhooshchadzhuiuchoho upravlinnia miskoiu merezhoiu vodopostachannia // Derzhava ta rehiony. Seriia “Derzhavne upravlinnia”. - Vyp. № 2. – Zaporizhzhia, 2006. – S.31-46.

Matematychni metody ta informatsiini tekhnolohii v upravlinni zemelnymy resursamy. Monohrafiia / D.I.Levinzon, O.M.Horban, D.O.Myrosenko ta inshi. - Zaporizhzhia: KPU, 2009. - 132s.

Downloads

Published

2024-04-16