scholarly journals Simulation of water supply networks using modern means of information technology

2018 ◽  
Vol 44 ◽  
pp. 00076
Author(s):  
Jerzy Kotowski ◽  
Jacek Oko ◽  
Monika Żygadło

We present in turn the development of computer technology from the beginning of its creation on our planet. Then we discuss the development of information technology at our university. At the end, we present a selected technical problem which is the task of simulation of the water supply network. We present mathematical models of these issues and algorithms for their solutions requiring the use of a computer.

2012 ◽  
Vol 170-173 ◽  
pp. 2386-2389 ◽  
Author(s):  
Yue Qiang ◽  
Zhe Chao Fan ◽  
Ming Jie Zhao ◽  
Li Li

In order to investigate the leakage amount in the water supply networks in the countryside regions, a new method combined with GIS and DEM to estimate the leakage amount at water supply network nodes has been put forward. It is proposed according to the Chinese node leakage model, and it takes advantage of the strong spatial annalistic function of the GIS. The emphasis is put on the study of the topology relationship of the water supply networks which are built based on the GIS network analysis. And DEM model is used to calculate the elevation at the network nodes. And then the leakage amount of the water supply network nodes is estimated. Finally, specific examples have been verified in order to illustrate that the GIS-based method to estimate leakage amount at the water supply network nodes is efficient.


2019 ◽  
Vol 26 (1) ◽  
pp. 101-118
Author(s):  
Maciej Potyralla

Abstract Modeling of the loads of water supply networks and their subsequent forecasting is an element necessary for making optimum decisions in the process of planning the development and operation of the water supply networks. The results of this modeling are decisive for the selection of the diameters of the pipelines and their arrangement on the water demand area. This study presents the results of estimation of average values of loads for the selected investment variants. The aim of the article is to present the possibility of simulations and analyses of the geostatistical interpolation methods. Data input in the model regarded the fragment of the real water supply network administered by the Municipal Water and Sewerage Company in Warszawa. Results of the computer analyses for the presented investment variants were related to the operating data of the water supply network and the data on water demand for the years 2014-2017 and 2018-2025. The aim of this paper is to present the advantages of GIS for the water supply systems and to prove that using the appropriate IT system, with provision of proper data processing, may lead to decisions which are optimum in view of the established, often very complex criteria.


Author(s):  
В.В. Мокшин ◽  
А.В. Спиридонова ◽  
Г.В. Спиридонов

Рассматриваются математические и информационные методы эффективного прогнозирования потребления водных ресурсов. Произведены расчёты водопотребления по типовому административному зданию. Предложенные материалы представляют интерес для широкого круга специалистов, занимающихся разработкой экономико-математических моделей и повышением эффективности при планировании водных ресурсов в сфере жилищно-коммунального хозяйства. Прогнозирование осуществлялось с помощью регрессионных методов Forward Regression и Backward Elimination, включающих в себя как линейные, так и множественные нелинейные подходы анализа данных. Отдельное внимание было уделено сравнению действительных и прогнозируемых показаний. В ходе работы были выявлены наиболее релевантные алгоритмы, которые позволили произвести достаточно точную оценку водопотребления, что считается одной из основных задач водоснабжения и управления водопроводными сетями. В ходе исследования было установлено, что корректность прогнозируемых результатов в равной степени зависит как от количества исходных данных, на основе которых производится построение моделей, так и от количества дней, на которое производится прогнозирование. В случае выборки данных в 255 исходных и 116 прогнозируемых дней наиболее вероятные значения были получены регрессионными методами прямого и обратного отбора переменных. Проведённый анализ позволил указать причины появления ошибок при использовании данных методов. На основе достоверности расчётных показаний можно говорить о востребованности и пригодности изученных методов среди информационных систем на промышленных и жилищно-коммунальных объектах. Комплексный подход оптимизирует процесс планирования и повышает точность прогнозируемых значений суточного водопотребления в пределах жилищных микрорайонов, что сегодня является исключительно важным аспектом в сфере водоснабжения и управления водопроводными сетями This article discusses mathematical and informational methods for effective forecasting of water consumption. We calculated the water consumption for a typical administrative building. The materials proposed in the article are of interest to a wide range of specialists working on the development of economic and mathematical models and increasing the efficiency of housing and communal companies. We carried out the prediction using regression methods - Forward Regression and Backward Elimination, which include both linear and multiple nonlinear approaches to data analysis. We paid special attention to the comparison of actual and predicted readings. In the course of the work, we identified the most relevant algorithms, which allowed us to make a fairly accurate assessment of water consumption, which is an extremely important aspect in the field of water supply and management of water supply networks. In the course of the study, we found that the correctness of the predicted results equally depends both on the amount of initial data, on the basis of which the models are built, and on the number of days for which the forecast is made. In the case of a sample of data of 255 baseline and 116 forecast days, we obtained the most probable values by regression methods of direct and inverse selection of variables. The analysis made it possible to indicate the reasons for the appearance of errors when using these methods. Based on the reliability of the calculated readings, we can talk about the relevance and suitability of the studied methods among information systems at industrial and housing and communal facilities. An integrated approach optimizes the planning process and increases the accuracy of the predicted values of daily water consumption within residential areas, which today is an extremely important aspect in the field of water supply and management of water supply networks


2015 ◽  
Vol 63 (1) ◽  
pp. 155-161 ◽  
Author(s):  
D. Kowalski ◽  
B. Kowalska ◽  
M. Kwietniewski

Abstract The paper discusses issues related to monitoring quality and pressure of water transmitted using water supply networks. Special attention was paid to methods of determining location of measuring points, which to a large extent influence effectiveness of the monitoring system. The purpose of the paper is to present authors’ own method of determining location of points of measuring quality and pressure of transmitted water. The basis for considerations was a real water supply network in a city of about 10.000 residents. The presented method is based on existence of self-similarity properties of the set of fractals formed by the geometrical structure of the water supply network. It is a rank-ordered method involving 3 basic stages - reduction of the number of potential measuring points, providing more details of a target location and checking usefulness of selected points for monitoring purposes. At the preparatory stage, existence of fractal properties of the examined network structure is required to be demonstrated as well as the construction of its numerical model. The ranking is based on two indicators referring by analogy to human circulatory system monitoring and elements of the risk theory. This theory was also used to evaluate usefulness of selected measuring points for monitoring purposes.


2020 ◽  
Author(s):  
Frederique Moreau

<p><span>The water issue, as vital element to be protected, is central in all societies, including those where water may seem plentiful. With the conscience of the fragility of this resource, the need to question the evolution of the perception of water over time, of the various means used to exploit and preserve it, of scientific knowledge, currently appears as an essential aid to the decision for its preservation.</span></p><p><span>In many countries, XIXs century was the time of major progress in the construction of water supply networks of cities. Particularly in France, this progress was spured by an hygienist discourse in a context of increase city population, inducing a social demand whose national and local governments seized.The autority of the engineers of the « corps des Ponts et Chaussées » who were in charge of the technical realisation of the cities water network was also an important support in this progress, especially because they also participated at the great evolution of the scientific formulation of fluids mechanics applied to groundwater hydraulic like Henry Darcy (1803-1858) or Jules Dupuit (1804-1866). <span>The latter is also well known as an economist. One of his th</span><span>oughts</span><span> is to relate the progress of science to an economic perspective. According to him, « The only difference between the [Roman water ] distributions and those which would be made according to a sound theory and with the best practical procedures is entirely in the expenditure.”</span></span></p><p><span>In this study, technical, scientific and management aspects of the evolution of the water supply network of La Rochelle (France ) during the XIXs century are investigated from archives documents. The survey of the conditions for setting up the network of a particular city is a gateway to address all the points cited above. This coastal town, which has a long history and whose port is famous, experienced three stages of improvement of its water network, in 1864, 1883 and 1913. The first step coincides with the development of water supply network of many french towns, the second with the discovery of a new aquifer useable for water supply of the city, and the third one, remained at the state of a project due to the first World War, had been planned in response of the increase of water consumption linked both to the growing of the population and to the new ease of access to water.</span></p><p><span>This historical knowledge is necessary to understand the spatial and time evolution of the customary practice of water and could be used to draw one’s inspiration from the past efficient solutions that have sometimes be forgotten and that could be reemployed.</span></p>


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