scholarly journals Technical performance indicators in water supply system and development of technical measures for performance improvement in small water supply system in Serbia

Author(s):  
Dragan Radivojevic
Author(s):  
Iwona Klosok-Bazan ◽  
Joanna Boguniewicz-Zablocka ◽  
Aneta Suda ◽  
Ewelina Łukasiewicz ◽  
Dorota Anders

AbstractThe revision of the Drinking Water Directive (DWD), which the process of consultation by the European Parliament is coming to the end, includes a commitment for all Member States to assess the level of water leakage. The overarching aim of this action is to reduce water loss through leaks. In regard to this, use of performance indicators as suitable to enable assessment of water utility performance with regard to leakage reduction, including impacts on environment and cost-efficiency, is recommended. The paper provides results from water losses evaluation with the set of performance indicators (PI), considering dependence on the availability of resources and specific operating conditions. An analysis of different PI that are necessary to evaluate in most of leakage reduction methods was conducted considering step-by-step approach. Furthermore, the most relevant data for leakage analysis and management on a network level was determined. Presented PI can be used to improve leakage management of small water supply system. Similarly as in the Deming cycle, the described tool provides for planning activities, executing activities in accordance with the plan, checking the degree of execution of objectives included in the plan, and on the basis of conducted analyses and lessons learned, the so-called improvement. The results of the analysis lead to the conclusion that through a comprehensive, systematically improved strategy, the high effectiveness of the system could be reach. The reliable monitoring does not have to be based on advanced technological methods, which are often unavailable for small water supply system, due to high investment and operating costs. The results indicate that integrated IT systems, as SCADA, might not be directly beneficial to water loss management in small networks with moderate leakage levels.


2018 ◽  
Author(s):  
Gede H Cahyana

Solar distillation for small water supply system in rural area is an appropriate technology for seaside village. A modification had been made by Nabil A, Rahim to treat dirty water both all day long and night time.


1989 ◽  
Vol 63 (3) ◽  
pp. 240-247 ◽  
Author(s):  
Tokuhiro NISHINA ◽  
Kanji SHIOZAWA ◽  
Michiaki HAYASHI ◽  
Masato AKIYAMA ◽  
Keiji SAHARA ◽  
...  

2021 ◽  
Vol 23 ◽  
pp. 180-197
Author(s):  
Anna Młyńska ◽  
Tomasz Bergel ◽  
Dariusz Młyński

Quarterly water consumption data collected in a small water supply system were used for elaboration of a new water consumption modeling approach. In this paper, multi-distribution statistical analysis was performed. As the Anderson-Darling test proved, at least a half out of the ten tested theoretical probability distributions can be used for description of the water consumption. The application of the PWRMSE criterion made it possible to determine, which of the tested theoretical distributions is the best-fitted to the empirical data set. In the case of total daily water consumption for the group of the households, it was Johnson distribution, whereas for the average daily water consumption per capita, it was GEV distribution. Based on the best-fitted probability distribution, a 25-year water consumption simulation with the Monte Carlo method was conducted. Because methodology of this study is based on the probability distributions, even if the type of theoretical distribution of the water consumption will change, it will be still possible to use this simulation method by assuming the other distribution.


2009 ◽  
Vol 1 (4) ◽  
pp. 1288-1304 ◽  
Author(s):  
António A. L. Duarte ◽  
Sílvia J. Cardoso ◽  
António Alçada

2007 ◽  
Vol 7 (1) ◽  
pp. 113-120 ◽  
Author(s):  
M.C. Monteleone ◽  
H. Yeung ◽  
R. Smith

The Ancient Roman water supply systems still leave us astonished when admiring the solidity of the ruins of aqueducts surviving around Europe. Some parts of these systems are still in use at present and prove the practical efficiency of Roman hydraulics in the principles acquired from the populations living in the different regions of the Empire. In Pompeii the urban water supply system stands as a clear example of the Roman planning of urban complex networks by using small water towers to serve a limited numbers of users. This allowed to control the derivations and their maintenance and operated a disconnection from the high pressure mains and the low pressure pipes, maintaining a fixed maximum height of water over the final points of discharge. Considering the techniques for pressure reduction as a method to control leakages, this paper examines the ancient Roman water supply system to deduce some applications to modern urban networks built in new housing establishments.


2018 ◽  
Vol 8 (2) ◽  
pp. 349-358 ◽  
Author(s):  
Andrés Araya ◽  
Luis D. Sánchez

Abstract This study presents the behavior of residual chlorine using computer modeling for a small water supply system located in La Sirena, Cali, Colombia. The study included field work to calibrate and validate the model together with lab determinations. Results show that the kinetics of first and second order together with the kinetics of mixed order can adequately describe the behavior of residual chlorine in this type of network. The research showed the variables that influence the behavior of residual chlorine in the network are: the quality of the input water, chlorine dosing, the effect of storage that increases the water age, and the presence of dead zones in the tanks. The study revealed that 95% of the reaction occurs in the storage tanks due to the small variation in the water level and the negligible reactions at the pipe walls. This study proved that the residual chlorine modeling in this small network in particular is a valuable tool for monitoring the water quality in the distribution network, which is useful to comply with water quality guidelines.


2007 ◽  
Vol 2 (4) ◽  
Author(s):  
Jinwoo Jeong ◽  
Wuk-Ryang Wi ◽  
Geum-bai Kang ◽  
Kuk-Yang Lee ◽  
Chang-Shin Park ◽  
...  

The primary objective of this plan is to consolidate the current water supply system of Korea organized in the unit of city and county into wide area in order to supply the deficient region by fully utilizing the superfluous water volume of neighboring city and county. Furthermore, it also aims to prepare for the penetration of large foreign water supplier into domestic market by securing competitiveness through consolidation of domestic medium and small water suppliers in consideration of the forthcoming market opening. We determined the regions for which supplying system needs to be adjusted by analyze regions with deficient and superfluous water through the forecast of water supply and demand for established life areas. Further, we established plan to utilize the superfluous water volume as an adjust multi-regional water supply system local water supply system such as water supply plan in the life areas, water supply plan between the life areas.


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