Integrated approach to reducing drinking water losses in the distribution networks in the city of Sebastopol

2021 ◽  
pp. 21-32
Author(s):  
А.В. Степакин ◽  
А.Н. Перегуда ◽  
С.Г. Зайцева ◽  
Д.А. Горбачев ◽  
М.Н. Сопыряев
Keyword(s):  
Drinking Water ◽  
Water Supply ◽  
Monitoring System ◽  
Water Distribution ◽  
Integrated Approach ◽  
Distribution Networks ◽  
Acoustic Monitoring ◽  
Water Supply Systems ◽  
Water Losses ◽  
The City

Природный дефицит водных ресурсов в сочетании с высокой степенью износа систем водоснабжения обусловливает напряженную ситуацию с обеспечением питьевой водой в Крыму. За последние несколько лет для решения проблемы на региональном и федеральном уровне были разработаны и реализуются программы модернизации водного хозяйства полуострова. Одной из ключевых задач этих программ является снижение потерь воды, которые в настоящее время достигают 40–60%. Описан комплекс мероприятий, направленных на снижение потерь воды в г. Севастополе. Комплекс мер, разработанный в соответствии с международным опытом и российскими рекомендациями, учитывает существующее состояние системы водоснабжения Крыма. Мероприятия включают в себя создание современного комплекса управления сетями, зонирование водопроводной сети, регулирование давления, мониторинг и устранение утечек. По результатам анализа производственных показателей определено, что первоочередным мероприятием для Севастополя является внедрение современной системы акустического мониторинга на распределительных сетях, которая позволит эффективно обнаруживать скрытые утечки и сэкономить городу тысячи кубометров дефицитной питьевой воды. Описаны результаты пилотного проекта по обследованию 5 км водопроводных сетей системой акустического мониторинга. The natural scarcity of water resources coupled with a high degree of deterioration of water supply systems result in a tense situation with the drinking water supply in Crimea. Over the past few years, a number of programs of upgrading the peninsula's water industry have been developed and are being implemented in order to solve the problem at the regional and federal levels. One of the key objectives of these programs is to reduce water losses that currently reach 40–60%. A set of measures aimed at reducing water losses in Sebastopol is described. The set of measures developed in accordance with the international experience and Russian recommendations takes into account the current condition of the Crimean water supply system. The activities include designing an advanced network management complex, zoning of the water supply network, pressure regulation, monitoring and elimination of leaks. Based on the results of the analysis of the performance indicators, it was determined that the priority measure for Sebastopol was the introduction of an advanced acoustic monitoring system in the water distribution networks that would provide for detecting effectively latent leaks and saving the city thousands of cubic meters of scarce drinking water. The results of a pilot project on the inspection of 5 km of the water supply networks using the acoustic monitoring system are described.

scholarly journals GIS use of Land Use/Land Cover layers and historical data for water losses indices

2019 ◽  
Vol 85 ◽  
pp. 07009
Author(s):  
Alexandru Aldea ◽  
Mihaela Aldea ◽  
Sorin Perju
Keyword(s):  
Water Supply ◽  
Water Distribution ◽  
Historical Data ◽  
Water Distribution Network ◽  
Distribution Networks ◽  
Water Supply Systems ◽  
Land Use Land Cover ◽  
Water Losses ◽  
Decision Factors ◽  
Supply Systems

The population growth and/or its use and development of the land is a continuous preoccupation of the decision factors regarding the water supply system in general and the development of the potable water distribution networks in particular. This issue is even more critical especially in the areas of big cities and important urban growing. As the urbanization of land outgrows the existing water supply systems, one of the possible solutions is to expand the water distribution network in order to cover this urban growth. The present paper analyses further the possibilities to define and use certain indices of urban development together with water loss indices in order to determine trends or issues related with the provision of water supply services and connectivity.

Исследование влияния изменения ионного состава воды на дзета-потенциал и окислительно-восстановительный потенциал

2020 ◽  
Author(s):  
V. Kichigin ◽  
I. Egorova ◽  
N. Atanov
Keyword(s):  
Water Quality ◽  
Drinking Water ◽  
Water Supply ◽  
Redox Potential ◽  
Water Reservoir ◽  
Distribution Networks ◽  
Water Supply Systems ◽  
Ion Composition ◽  
High Concentration ◽  
The City

Приведены результаты исследований питьевой воды системы централизованного водоснабжения г. Самары. При определении органолептических показателей качества воды было выявлено увеличение цветности исходных проб на 13 град в пределах погрешности метода измерения. Это может быть связано с высоким содержанием железа и его соединений или гуминовых веществ в пробах в дни проведения эксперимента, а также с высоким физическим износом водопроводных сетей (как уличных, так и внутри здания) и общим ростом цветности воды в Саратовском водохранилище в районе г. Самары за последние годы. Установлена зависимость -потенциала от величины окислительно-восстановительного потенциала и ионного состава воды. Определен физико-химический состав изучаемой воды, сделан анализ полученных результатов. В ходе исследований дополнительно определялись такие показатели, как pH, температура, мутность и щелочность для получения полной картины качества воды. Установлено соответствие всех изучаемых показателей воды нормам СанПиН 2.1.4.1074-01 Питьевая вода. Гигиенические требования к качеству воды централизованных систем питьевого водоснабжения. Контроль качества . Приведены математические зависимости между -потенциалом, жесткостью, содержанием анионов и катионов в исследуемой воде с достоверностью аппроксимации R2 не ниже 0,83. Это позволяет рассчитать ионный состав и мутность питьевой воды г. Самары только по величине -потенциала или окислительно-восстановительного потенциала без проведения дорогостоящих трудоемких химических анализов. Предлагаемый метод рекомендуется использовать в качестве экспресс-анализа питьевой воды.The results of studies of drinking water in the public water supply system of the city of Samara are presented. While determining the organoleptic indicators of the water quality, an increase in color of the initial samples by 13 degrees within the procedural error was revealed. This may be due to the high concentration of iron and its compounds or humic substances in the samples on the days of the experiment, as well as to the high physical deterioration of the water distribution networks (both street networks and plumbing in the buildings), and the general increase in water color in the Saratov water reservoir in the city of Samara in recent years. The dependence of the -potential on the redox potential value and ion composition of water is established. The physicochemical composition of the studied water is determined, an analysis of the results is carried out. In the course of the research, such indicators as pH, temperature, turbidity and alkalinity were additionally determined to obtain an aggregate picture of the water quality. The compliance of all studied water indicators with the requirements of SanPiN 2.1.4.1074-01 Drinking water. Hygienic requirements for water quality of centralized drinking water supply systems. Quality control was confirmed. Mathematical dependences between the -potential, hardness, and the concentration of anions and cations in the water under study are given with an approximation authenticity R2 higher than 0.83. This allows calculating the ion composition and turbidity of drinking water in Samara only by the value of the -potential or redox potential without expensive labor-intensive chemical analyzes. The proposed method is recommended to be used as an express analysis of drinking water.

Management tools for hydro energy interventions in water supply systems

2015 ◽  
Vol 10 (2) ◽  
pp. 214-228 ◽  
Author(s):  
Jos Frijns ◽  
Enrique Cabrera Marchet ◽  
Nelson Carriço ◽  
Dídia Covas ◽  
Antonio J. Monteiro ◽  
...  
Keyword(s):  
Water Supply ◽  
Water Distribution ◽  
Integrated Approach ◽  
Hydraulic Performance ◽  
Water Supply Systems ◽  
Full Potential ◽  
Management Tools ◽  
Efficient Operation ◽  
Hydropower Potential ◽  
Supply Systems

There is significant potential for energy recovery through the use of micro-hydropower installations in water supply systems (WSS). To exploit the full potential of hydro energy in balance with the optimal hydraulic performance and water supply service, multi-objective management tools are needed. This paper presents the application of four management tools: (1) an energy audit to evaluate the potential hydro energy in the water pressurised systems of Alcoy; (2) multi-criteria decision-making methods for the selection of the preferred energy-efficient operation of a system with a pump-storage reservoir and hydro-turbines in the Algarve; (3) a numerical dynamic tool for optimal turbine operation in the water distribution of Langhirano; and (4) an urban water optioneering tool to estimate the hydropower potential of the external aqueduct network in Athens. These methods showed that through an integrated approach the WSS can be optimised for both hydraulic performance and hydro energy production.

scholarly journals About the question of the assessment of the drinking water quality in centralized water systems in the current conditions

2020 ◽  
Vol 99 (6) ◽  
pp. 563-568
Author(s):  
Yuliya A. Novikova ◽  
K. B. Friedman ◽  
V. N. Fedorov ◽  
A. A. Kovshov ◽  
N. A. Tikhonova ◽  
...  
Keyword(s):  
Water Quality ◽  
Drinking Water ◽  
Water Supply ◽  
Supply System ◽  
Drinking Water Quality ◽  
Water Supply Systems ◽  
High Quality ◽  
Supply Systems ◽  
The City

Introduction. Regulation of drinking water quality is a very important area of health care and improving the quality of life of the population of the Russian Federation.The aim of this work is the development a model for the assessment of the drinking water quality and calculating the share of the population, including urban, provided with high-quality drinking water from centralized water supply systems, taking into account new methodological approaches to the evaluation of the quality of drinking water using the example of water supply to settlements in the Leningrad Region. Material and methods. The data on the organization of centralized cold water supply systems and monitoring systems for drinking water quality and the results of laboratory studies of drinking water quality in the cities of Volkhov, Svetogorsk, Slantsy, Tosno were studied. Statistical processing of the results was performed, the categories of quality of drinking water supplied to the population were determined, the number of the population provided with high-quality drinking water from the water supply system was calculated in accordance with Guidelines 2.1.4.0143-19.Results. In 2018, 100% of the population was provided with quality drinking water only in the city of Slantsy. In the city of Tosno, this index reached of 83.5%. In the cities of Volkhov and Svetogorsk, drinking water was rated as low-quality. But it is worth noting that in the cities of Volkhov and Slantsy laboratory tests were carried out at 2 points, in the city of Svetogorsk - only at the 1 point, which, given the number of residents, is not enough. For an objective assessment of the state of drinking water and the development of measures aimed at improving its quality, it is necessary to increase the number of monitoring points, as well as to include the results of control and supervision measures and production laboratory control conducted by water supply organizations in the volume of laboratory information.Conclusion. The proposed model allows us to assess the drinking water quality in centralized water supply systems and the proportion of the population, including urban, provided with quality drinking water at the level of the water supply system, settlement, municipal district (urban district), subject of the Russian Federation

scholarly journals Trihalomethanes in Water Supply System and Water Distribution Networks

2021 ◽  
Vol 18 (17) ◽  
pp. 9066
Author(s):  
Sornsiri Sriboonnak ◽  
Phacharapol Induvesa ◽  
Suraphong Wattanachira ◽  
Pharkphum Rakruam ◽  
Adisak Siyasukh ◽  
...  
Keyword(s):  
Water Supply ◽  
Organic Compounds ◽  
Distribution Systems ◽  
Water Distribution ◽  
Distribution Networks ◽  
Research Area ◽  
Seasonal Effects ◽  
Water Supply Systems ◽  
Treated Water ◽  
Guideline Values

The formation of trihalomethanes (THMs) in natural and treated water from water supply systems is an urgent research area due to the carcinogenic risk they pose. Seasonal effects and pH have captured interest as potential factors affecting THM formation in the water supply and distribution systems. We investigated THM occurrence in the water supply chain, including raw and treated water from water treatment plants (coagulation, sedimentation, sand filtration, ClO2-disinfection processes, and distribution pipelines) in the Chiang Mai municipality, particularly the educational institute area. The effects of two seasons, rainy (September–November 2019) and dry (December 2019–February 2020), acted as surrogates for the water quality profile and THM occurrence. The results showed that humic acid was the main aromatic and organic compound in all the water samples. In the raw water sample, we found a correlation between surrogate organic compounds, including SUVA and dissolved organic carbon (DOC) (R2 = 0.9878). Four species of THMs were detected, including chloroform, bromodichloromethane, dibromochloromethane, and bromoform. Chloroform was the dominant species among the THMs. The highest concentration of total THMs was 189.52 μg/L. The concentration of THMs tended to increase after chlorination when chlorine dioxide and organic compounds reacted in water. The effect of pH on the formation of TTHMs was also indicated during the study. TTHM concentrations trended lower with a pH ≤ 7 than with a pH ≥ 8 during the sampling periods. Finally, in terms of health concerns, the concentration of TTHMs was considered safe for consumption because it was below the standard (<1.0) of WHO’s Guideline Values (GVs).

scholarly journals Application of a water balance adapted to intermittent water supply and flat-rate tariffs without customer metering in Tiruvannamalai, India

2017 ◽  
Vol 18 (1) ◽  
pp. 347-356 ◽  
Author(s):  
Miran Mastaller ◽  
Philipp Klingel
Keyword(s):  
Water Balance ◽  
Water Supply ◽  
Distribution Systems ◽  
Water Distribution ◽  
Water Losses ◽  
Water Utility ◽  
Flat Rate ◽  
Intermittent Water Supply ◽  
Water Association ◽  
The City

Abstract Establishing the water balance developed by the International Water Association (IWA) is a worldwide applied approach to determine and analyse water losses in water distribution systems (WDS). The water balance covers those parts of a WDS within the responsibility of the water utility. Water losses occurring ‘before’ a customer meter are at the expense of the utility, while water lost or wasted ‘after’ the meter is paid for by the customer. This applies to systems where customer metering is in place and/or consumption is charged according to the consumed volumes. However, many WDS in the world lack customer meters, are operated intermittently and apply flat-rate tariffs. In intermittent supplies, a considerable amount of water is lost or wasted within the private properties. The flat-rate tariff might not cover this amount or part of the amount. Thus, actual consumption and wastage should be separately quantified with respect to the utility's water reduction measures. Accepting the described conditions, the authors have developed an adaption of the IWA water balance and the methods to establish the balance. In this paper the application of the developed approach in an initially unmetered WDS with intermittent water supply in the city of Tiruvannamalai, India, is presented.

Determination of Neutral Point in Water Distribution Network Pipes with Variable Discharge on Route

2014 ◽  
Vol 909 ◽  
pp. 428-432 ◽  
Author(s):  
Ioan Sarbu ◽  
Gabriel Ostafe
Keyword(s):  
Water Supply ◽  
Distribution System ◽  
Water Distribution ◽  
Distribution Network ◽  
Water Distribution Network ◽  
Distribution Networks ◽  
Neutral Point ◽  
Water Supply Systems ◽  
Proposed Model

Distribution networks are an essential part of all water supply systems. Distribution system costs within any water supply scheme may be equal to or greater than 60% of the entire cost of the project. The reliability of supply is much greater in the case of looped networks. The pipe networks have concentrated outflows or uniform outflow along the length of each pipe. In some pipes with variable discharge of a looped distribution network, water velocity could be reversed between its extremities. Thus, it is a water stall point denominated neutral point in which the discharge is null. In this paper a mathematical model for the determination of water stall point location in the pipes with distributed consumption is developed. This model has been implemented in a computer program for PC microsystems. Numerical example will be presented to demonstrate the accuracy and efficiency of the proposed model.

Evaluating the potential of biofilm control in water supply systems by removal of phosphorus from drinking water

2007 ◽  
Vol 55 (8-9) ◽  
pp. 211-217 ◽  
Author(s):  
Jānis Rubulis ◽  
Tālis Juhna
Keyword(s):  
Drinking Water ◽  
Water Supply ◽  
Correlation Coefficient ◽  
Water Distribution ◽  
Water Distribution Network ◽  
Plate Count ◽  
Available Phosphorus ◽  
Water Supply Systems ◽  
Biofilm Development ◽  
Supply Systems

Effect of microbially available phosphorus (MAP) on biofilm development in drinking water systems was investigated at the pilot-scale experiments over 3 years. Completely mixed biofilm reactors Propella® (water detention time 24 h, flow rate 0.25 m s−1, PVC pipe coupons) were used as water distribution network models. Four experimental runs were carried out with water containing different levels of phosphorus which was limiting nutrient for bacterial growth. Positive correlation between MAP in the inlet water and heterotrophic plate count (correlation coefficient 0.95) in biofilm, as well as for the total bacteria number (correlation coefficient 0.71), was observed. However, our experiments showed that removal of phosphorus down to very low levels (below detection limits of chemical method and MAP &lt; 1 μg L−1) was not an efficient strategy to eliminate bacterial regrowth and biofilm formation (&lt;51,00,000 cells/cm2) in drinking water supply systems.

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