scholarly journals IMPACT ANALYSIS OF THE PRECISION OF MAPPING OPERATIONAL CONDITIONS OF THE WATER SUPPLY SYSTEM ON THE ACCURACY OF HYDRAULIC MODEL CALIBRATION

Author(s):  
IZABELA ZIMOCH ◽  
EWELINA BARTKIEWICZ
2016 ◽  
Vol 8 (4) ◽  
pp. 461-467 ◽  
Author(s):  
Mindaugas Rimeika ◽  
Anželika Jurkienė

Hydraulic modeling is the modern way to apply world water engineering experience in every day practice. Hydraulic model is an effective tool in order to perform analysis of water supply system, optimization of its operation, assessment of system efficiency potential, evaluation of water network development, fire flow capabilities, energy saving opportunities and water loss reduction and ect. Hydraulic model shall include all possible engineering elements and devices allocated in a real water supply system regardless to hydraulic modeling program selection. In order to create high quality hydraulic model it is necessary to carry out measurement in water supply system and perform model calibration. The article presents principles and examples of formation of district metered areas and examples of model calibration. The article also presents case study of Šiauliai water supply system model application for water loss evaluation and localization. Determined that hydraulic model of water supply system helps to significantly reduce search areas of physical water loss formation and improves efficiency of further detection of water loss formation points by saving time and resources. Hidraulinis modeliavimas yra šiuolaikiškas ir modernus būdas, taikomas pasaulinėje vandentvarkos inžinerijos praktikoje. Hidraulinis modelis yra puikus darbo įrankis atliekant vandens tiekimo sistemos analizę, optimizuojant jos darbą, siekiant įvertinti sistemos darbo efektyvumo didinimo galimybes, vandentiekio tinklo plėtrą, gaisrų gesinimo galimybes, elektros energijos taupymo galimybes, vandens nuostolių paiešką ir kt. Nepriklausomai nuo hidraulinio modeliavimo programos pasirinkimo, hidraulinis modelis turi būti sudarytas iš daugelio inžinerinių elementų ir įrenginių, esančių realioje vandens tiekimo sistemoje. Kokybiškam hidrauliniam modeliui sukurti būtina atlikti slėgio ir debito matavimus bei modelio kalibravimą. Straipsnyje pateikiami debito ir slėgio matavimo vietų parinkimo principai bei modelio kalibravimo pavyzdžiai. Aprašyti Šiaulių miesto vandens tiekimo sistemos hidraulinio modelio taikymo pavyzdžiai vandens nuostolių lygiui nustatyti ir jų susidarymo vietoms lokalizuoti. Nustatyta, kad hidraulinis vandens tiekimo sistemos modelis padeda itin sumažinti fizinių vandens nuostolių paieškos plotą, o tolimesnis nuostolių vietos nustatymo įrangos taikymas gali būti žymiai efektyvesnis, taupant darbo laiką ir išteklius.


Procedia CIRP ◽  
2015 ◽  
Vol 29 ◽  
pp. 468-473 ◽  
Author(s):  
Vikrant Bhakar ◽  
Nitesh Sihag ◽  
Rebekka Gieschen ◽  
Stefan Andrew ◽  
Christoph Herrmann ◽  
...  

2014 ◽  
Vol 16 (4) ◽  
pp. 667-675 ◽  

<p>Water supply system is a critical infrastructure. Main task of urban water system is to provide consumers with drinking water in adequate quantity, at the required quality and pressure corresponding to current standards.</p> <p>For the purposes of this paper, operational reliability of the water supply system is defined as the ability to supply a constant flow of water for various groups of consumers, with a specific quality and specific pressure, according to consumers demands, in specific operational conditions, at any or at a specific time.</p> <div> <p>The main aim of this paper is to present a method for risk analysis using Bayesian process. The proposed method made it possible to estimate risk associated with the possibility of partial or total loss of the ability of water supply system operation. The paper proposes to consider two types of risk: the first type, associated with the possibility of interruptions in water supply and the second type, associated with the possibility of tap water contamination.&nbsp;</p> </div> <p>&nbsp;</p>


2018 ◽  
Vol 28 (4) ◽  
pp. 1259-1264
Author(s):  
Kiril Lisichkov ◽  
Katerina Atkovska ◽  
Neven Trajchevski ◽  
Orce Popovski ◽  
Nadica Todorovska

The presence of some chemical compounds at higher levels than maximum permissible concentrations (MPC) in the drinking water, suggests of water resources pollution. In this paper the following elements were analyzed: total arsenic, cadmium, lead, cooper and zinc. Twelve samples of water from the water supply system from the city of Skopje were examined during one year from three different springs. Also, ten samples of bottled water from three producers from the Macedonian market were tested.The determined average mass concentrations of total As, Cd(II), Pb(II), Cu(II) and Zn(II) in the analyzed water samples from the water supply system are 1.35 μg/l, 0.06 μg/l, 0.6 μg/l, 0.9 μg/l and 1,12 μg/l, respectively, and for the tested bottled water, the mean values ranges from 0.56 - 0.83 μg total As / l, 0.053 - 0.056 μg Cd(II)/l, 0.51 - 0.54 μg Pb(II)/l , 0.6 - 0.87 μg Cu(II)/l and 0.68 - 0.8 μg Zn(II)/l water.The following instrumental analytical methods and techniques were used for the analysis of the tested samples of drinking water: flame atomic absorption spectroscopy (AAS), atomic absorption spectroscopy with hydride cеll, electrothermal atomic absorption spectroscopy.The obtained results are shown in tables and graphic form. According to the obtained results a comparative analysis was carried out indicate that it is a water of good quality that can be used in different branches of the process industry.The obtained results in this paper do not exceed the values of the MPC of the Republic of Macedonia prescribed by the legal regulations for the drinking water, which confirm the health safety of the drinking water from the water supply system in the city of Skopje and the packed waters from the Macedonian market in relation to the tested elements.


1993 ◽  
Vol 27 (9) ◽  
pp. 29-36 ◽  
Author(s):  
J. E. Rose

The Kafr El Sheikh Water Supply Project is a comprehensive endeavour to provide the physical and institutional resources for an effective and sustainable water supply system for 2 million persons in a developing rural Governorate in the Delta region of Egypt. The paper describes the aims of the Management Component, the institutional development of an integrated water supply and sewerage company and the main activities to-date. These include training, operational improvements, health education and finance development. Further support is required until all engineering and institutional development work has been completed.


2018 ◽  
Vol 16 (2) ◽  
pp. 84
Author(s):  
G A Blagodatsky ◽  
A A Bass ◽  
M M Gorokhov ◽  
D S Ponomarev

Работа посвящена системному анализу данных показателей исходной воды при производстве питьевой воды в системе центрального водоснабжения крупного населенного пункта. На сегодняшний день на фоне увеличивающегося негативного антропогенного воздействия на окружающую среду наблюдается ухудшение состояния многих источников питьевого водоснабжения в широком спектре показателей, в частности, таких как органолептические свойства воды. Как следствие, возникает проблема и для питьевой воды. В работе приводится процесс подготовки данных о параметрах исходной воды, забираемой из водохранилища, которые ежемесячно (с 2002 по 2014 год) учитывались на предприятии при дезодорации воды. Приведенные параметры оказывают существенное влияние на органолептические свойства конечной воды. Подготовка данных для анализа проводится методом главных компонент К. Пирсона. Данные, полученные в пространстве R9, переводятся в пространство меньшей размерности R3. Понижение размерности позволяет снизить автокорреляцию между компонентами. Отбор компонент в пространство R3 проводится по правилу Парето. В пространстве R3 методом сферической кластеризации данных «Форель» с постоянным радиусом группировки проводится кластеризация. Приводится пошаговое визуальное представление алгоритма кластеризации в пространстве R3. В работе показано, что в данных показателях качества исходной воды имеются кластеры. Проводится корреляционно-регрессионный анализ данных, представленных в главных компонентах. Строятся регрессионные зависимости показателей органолептических свойств от главных компонент из пространства R3.


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