Математична модель топологічної структури міської мережі водопостачання
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Date
2024
Journal Title
Journal ISSN
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Publisher
Український державний університет науки і технологій, ННІ ≪Інститут промислових та бізнес технологій≫, ІВК ≪Системні технології≫, Дніпро
Abstract
UKR: Для ефективного управління міськими мережами водопостачання комунальним підприємствам, які забезпечують водопостачання та водовідведення (надалі – КП «Водоканал») необхідне вирішення наступних задач: - використання топографічних карт масштабів 1:500, 1:1000, 1:2000, у складі яких є як наземна забудова, так і суміжні підземні комунікації; - гідравлічні розрахунки мережі водопостачання для визначення стану, аналізу та оптимізації структури мережі; - оперативне усунення аварійних ситуацій та відновлення мережі після усунення аварії; - контроль та управління якістю питної води; - наявність приладів контролю тиску, витрати та п’єзометрів; - автоматизоване управління насосними станціями; - економія енергоресурсів; - інвентаризація мережі. Комплексне вирішення цих задач здійснюється із застосуванням геоінформаційних технологій, математичного моделювання мережі водопостачання. В роботі запропоновано математичну модель топологічної структури мережі водопостачання, визначено бази геопросторових даних про об’єкти мережі та взаємозв’язки цих об’єктів з врахуванням топологічної структури цієї мережі для забезпечення геоінформаційного та математичного моделювання гідравлічного стану мережі водопостачання, вирішення задач обробки аварійних ситуацій, контролю якості питної води, оптимізації мережі, енергозбереження.
ENG: 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.
ENG: 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.
Description
Вол. Гнатушенко: ORCID 0000-0003-3140-3788
Keywords
мережа водопостачання, математична модель, геоінформаційна система, гідравлічний розрахунок, аналіз мережі, оптимальна структура мережі водопостачання, water supply network, mathematical model, geoinformation system, hydraulic calculation, network analysis, optimal structure of water supply network, КІТС
Citation
Гнатушенко В. В., Миросенко Д. О. Математична модель топологічної структури міської мережі водопостачання. Системні технології. Дніпро, 2024. Т. 1, № 150. С. 3–15. DOI: 10.34185/1562-9945-1-150-2024-01.