scholarly journals Spatiotemporal Water Quality Variations in Smaller Water Supply Systems: Using Modified CCME WQI from Groundwater Source to Distribution Networks

Water ◽  
2019 ◽  
Vol 11 (9) ◽  
pp. 1884 ◽  
Author(s):  
Haider ◽  
Alkhowaiter ◽  
Shafiquzzaman ◽  
AlSaleem ◽  
Almoshaogeh ◽  
...  
Keyword(s):  
Water Quality ◽  
Water Supply ◽  
Distribution Network ◽  
Distribution Networks ◽  
Management Tool ◽  
Water Supply Systems ◽  
Canadian Council ◽  
Groundwater Source ◽  
Ccme Wqi ◽  
Supply Systems

Original Canadian Council of Minster of the Environment Water Quality Index (CCME WQI) is being used for assessing the water quality of surface water sources and distribution systems on a case by case basis. Its full potential as a management tool for complete water supply systems (WSSs) has yet to be recognized at the global level. A framework is developed using the modified CCME WQI to assess spatiotemporal water quality from groundwater source to treatment and distribution networks in smaller systems. The modified index resolves a limitation of the original index by also evaluating the microbiological water quality parameters which have to be completely absent for meeting desired drinking water quality standards. The framework divides the distribution network in different zones, which are further segregated into districts, to improve the decision-making process. Temporal assessment identifies the seasons with higher probabilities of failures, while the spatial assessment provides an insight on the performance (i.e., Excellent to Poor) of each district in a distribution network. In addition to failure probability, risk mapping gives appropriate attention to the number of consumers in different districts. Application of the framework on two smaller WSSs (population less than 50,000) in Qassim region revealed that the remotely located districts from the treatment facility underperform in comparison to the closely situated districts. Managers can effectively apply the proposed framework to identify the locations and periods of water quality failures in each component (i.e., source, treatment, and distribution) of a smaller WSS for effective utilization of their resources in Saudi Arabia and elsewhere with similar conditions.

Оптимизация выбора диаметров трубопроводов водопроводной сети с учетом обеспечения противопожарных требований

2020 ◽  
Author(s):  
O. Primin
Keyword(s):  
Water Supply ◽  
Distribution Network ◽  
Distribution Networks ◽  
Water Supply Systems ◽  
Negative Consequences ◽  
Flow Rates ◽  
Municipal Water Supply ◽  
Fire Extinguishing ◽  
Supply Systems

При устройстве объединенных систем хозяйственно-питьевого и противопожарного водоснабжения значение распределительной сети возрастает еще больше, так как на нее возлагаются дополнительные функции по транспортировке больших расходов воды на пожаротушение. Обеспечение противопожарных требований в условиях значительного снижения водопотребления в большинстве городов России приводит к негативным последствиям, связанным с малыми (0,10,3 м/с и менее) скоростями течения и застаиванием воды на отдельных участках сети. Из-за этого возможно ухудшение органолептических свойств воды, что выражается в появлении привкусов, неприятных запахов, повышении мутности и цветности и т. д. В связи с этим требуется проведение мероприятий для оптимизации выбора диаметров труб, обеспечения и сохранения требуемого качества транспортируемой воды в наружных городских и распределительных сетях, гарантированного обеспечения требуемых норм на пожаротушение. Приведены результаты исследований и гидравлические расчеты по оценке минимально допустимых скоростей движения воды и минимальных диаметров труб внутриквартальных сетей с учетом обеспечения наружного и внутреннего пожара. Испытания проведены в реальных условиях кольцевой водопроводной сети города в зонах повышенного и пониженного давления.With the arrangement of combined drinking water and fire water supply systems, the importance of the distribution network increases even more, since additional functions are assigned to provide for the transportation of large amounts of water for firefighting. Meeting the firefighting requirements in conditions of a significant reduction in water consumption in most cities of Russia leads to negative consequences associated with low (0.10.3 m/s and less) flow rates and stagnation of water in some sections of the distribution network. Thereby, the organoleptic properties of water may deteriorate expressed in the appearance of flavors, unpleasant odors, increased turbidity and color, etc. In this regard, measures are required to optimize the choice of pipe diameters, to ensure and maintain the required quality of transported water in outdoor urban and distribution networks, and to guarantee meeting the required fire extinguishing standards. The research results and hydraulic calculations for assessing the minimum permissible water flow rates and minimum pipe diameters of submain networks are given taking into account the provision of external and internal firefighting. The tests were carried out in real conditions of the municipal water supply ring main in high- and low-pressure zones.

Methodological Approaches to Organization of Drinking Water Quality Monitoring Programs

2020 ◽  
pp. 4-8
Author(s):  
Yu.A. Novikova ◽  
I.O. Myasnikov ◽  
A.A. Kovshov ◽  
N.A. Tikhonova ◽  
N.S. Bashketova
Keyword(s):  
Water Quality ◽  
Drinking Water ◽  
Water Supply ◽  
Cold Water ◽  
Water Quality Monitoring ◽  
Drinking Water Quality ◽  
Quality Monitoring ◽  
Water Supply Systems ◽  
Monitoring Programs ◽  
Supply Systems

Summary. Introduction: Drinking water is one of the most important environmental factors sustaining life and determining human health. The goal of the Russian Federal Clean Water Project is to improve drinking water quality through upgrading of water treatment and supply systems using advanced technologies, including those developed by the military-industrial complex. The most informative and reliable sources of information for assessing drinking water quality are the results of systematic laboratory testing obtained within the framework of socio-hygienic monitoring (SGM) and production control carried out by water supply organizations. The objective of our study was to formulate approaches to organizing quality monitoring programs for centralized cold water supply systems. Materials and methods: We reviewed programs and results of drinking water quality laboratory tests performed by Rospotrebnadzor bodies and institutions within the framework of SGM in 2017–2018. Results: We established that drinking water quality monitoring in the constituent entities of the Russian Federation differs significantly in the number of monitoring points (566 in the Krasnoyarsk Krai vs 10 in Sevastopol) and measured indicators, especially sanitary and chemical ones (53 inorganic and organic substances in the Kemerovo Region vs one indicator in the Amur Region). Discussion: For a more complete and objective assessment of drinking water quality in centralized cold water supply systems, monitoring points should be organized at all stages of water supply with account for the coverage of the maximum number of people supplied with water from a particular network. Thus, the number of points in the distribution network should depend, inter alia, on the size of population served. In urban settlements with up to 10,000 inhabitants, for example, at least 4 points should be organized while in the cities with more than 3,000,000 inhabitants at least 80 points are necessary. We developed minimum mandatory lists of indicators and approaches to selecting priority indices to be monitored at all stages of drinking water supply.

Better water quality and higher energy efficiency by using model predictive flow control at water supply systems

2013 ◽  
Vol 62 (1) ◽  
pp. 1-13 ◽  
Author(s):  
M. Bakker ◽  
J. H. G. Vreeburg ◽  
L. J. Palmen ◽  
V. Sperber ◽  
G. Bakker ◽  
...  
Keyword(s):  
Water Quality ◽  
Energy Efficiency ◽  
Water Supply ◽  
Flow Control ◽  
Water Supply Systems ◽  
Supply Systems

scholarly journals Managing Water Quality in Intermittent Supply Systems: The Case of Mukono Town, Uganda

Water ◽  
2020 ◽  
Vol 12 (3) ◽  
pp. 806
Author(s):  
Takuya Sakomoto ◽  
Mahmood Lutaaya ◽  
Edo Abraham
Keyword(s):  
Water Quality ◽  
Water Supply ◽  
Health Hazard ◽  
Water Quality Monitoring ◽  
Economic Feasibility ◽  
Water Supply Systems ◽  
Chemical Contamination ◽  
Intermittent Water Supply ◽  
The Impact ◽  
Supply Systems

Intermittent water supply networks risk microbial and chemical contamination through multiple mechanisms. In particular, in the cities of developing countries, where intrusion through leaky pipes are more prevalent and the sanitation systems coverage is low, contaminated water can be a public health hazard. Although countries using intermittent water supply systems aim to change to continuous water supply systems—for example, Kampala city is targeting to change to continuous water supply by 2025 through an expansion and rehabilitation of the pipe infrastructure—it is unlikely that this transition will happen soon because of rapid urbanisation and economic feasibility challenges. Therefore, water utilities need to find ways to supply safe drinking water using existing systems until gradually changing to a continuous supply system. This study describes solutions for improving water quality in Mukono town in Uganda through a combination of water quality monitoring (e.g., identifying potential intrusion hotspots into the pipeline using field measurements) and interventions (e.g., booster chlorination). In addition to measuring and analyses of multiple chemical and microbial water quality parameters, we used EPANET 2.0 to simulate the water quality dynamics in the transport pipeline to assess the impact of interventions.

scholarly journals Automated software for hydraulic simulation of pipeline operation

2018 ◽  
Vol 144 ◽  
pp. 01017
Author(s):  
Roman Hurgin
Keyword(s):  
Water Supply ◽  
Computer Aided Design ◽  
Distribution Networks ◽  
Water Supply Systems ◽  
Hydraulic Simulation ◽  
Efficient Operation ◽  
Large Cities ◽  
Modern Computer ◽  
Quality Of Water ◽  
Supply Systems

Design of modern water supply systems of large cities as well as their management via renovation of hydraulic models poses time-consuming tasks to researchers, and coping with this task requires specific approaches. When tackling these tasks, water services companies come across a lot of information about various objects of water infrastructure, the majority of which is located underground. In those cases, modern computer-aided design systems containing various components come to help. These systems help to solve a wide array of problems using existing information regarding pipelines, analysis and optimization of their basic parameters. CAD software is becoming an integral part of water supply systems management in large cities, and its capabilities allow engineering and operating companies to not only collect all the necessary data concerning water supply systems in any given city, but also to conduct research aimed at improving various parameters of these systems, including optimization of their hydraulic properties which directly determine the quality of water. This paper contains the analysis of automated CAD software for hydraulic design and management of city water supply systems in order to provide safe and efficient operation of these water supply systems. Authors select the most suitable software that might be used to provide hydraulic compatibility of old and new sections of water supply ring mains after selective or continuous draw-in renovation and decrease in diameter of distribution networks against the background of water consumption decrease in the cities.

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 Network Model Analysis of Residual Chlorine to Reduce Disinfection Byproducts in Water Supply Systems in Yangon City, Myanmar

Water ◽  
2021 ◽  
Vol 13 (20) ◽  
pp. 2921
Author(s):  
Nwe Nwe Zin ◽  
Shinobu Kazama ◽  
Satoshi Takizawa
Keyword(s):  
Water Quality ◽  
Water Supply ◽  
Tap Water ◽  
Water Quality Monitoring ◽  
Disinfection Byproducts ◽  
Residual Chlorine ◽  
Water Supply Systems ◽  
Formation Kinetics ◽  
Chlorine Decay ◽  
Supply Systems

In Yangon City, chlorination commenced in January 2020 to supply drinkable water; therefore, there is as yet no information on chlorine decay and DBP formation in the water supply system. This study aimed to find methods to optimize chlorine dosage in Yangon City. Onsite sampling and laboratory analyses of residual chlorine and trihalomethane (THM) formation, as well as water quality simulations, were conducted to find the chlorine decay and THM formation kinetics. Due to a high chlorine dose of 2 mg/L for both pre- and post-chlorination, disinfection was effective despite the low removal efficiency of turbidity. However, THMs were found in high levels in both treated and tap water due to the high THM formation potential of raw water. The re-contamination and/or transformation of dissolved organic matter were found in the distribution network by increases in specific ultraviolet absorption (SUVA) values and excitation-emission matrix (EEM) fluorophores, which brought about variations of THMs in the networks. The EPANET models were run assuming there to be no water leakages; it was found that the chlorine dose could be decreased to 0.8 mg/L to meet the guidelines for THMs and residual chlorine. The methods employed in this study could be also applied in other water supply systems in tropical developing countries with limited water quality monitoring data.

Sign in / Sign up

Export Citation Format

Share Document