The optimization of water network model in the central of Demak District

Demak Waterwork Company (DWC) has served 21,178 customers with the capacity flow of 159.33 l/s. The capacity was predicted to reach 300 l/s or double in in 2027. The Water Distribution Networks (WDN) was developed in a large zonation, but the water supply to the customer was not well managed. Low p...

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Main Authors: Arya Rezagama, Endro Sutrisno, Joko Susilo, Ervando Tommy, Nosa Ajulva Lovely
Format: Article
Language:English
Published: Centre for Science and Technology, IAIN Surakarta 2018-05-01
Series:Sustinere: Journal of Environment and Sustainability
Subjects:
Online Access:https://sustinerejes.com/index.php/a/article/view/34
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spelling doaj-449bfd4cb6f74e0f8703fb44b99b27c72021-02-02T10:55:53ZengCentre for Science and Technology, IAIN SurakartaSustinere: Journal of Environment and Sustainability2549-12452549-12532018-05-012110.22515/sustinere.jes.v2i2.3434The optimization of water network model in the central of Demak DistrictArya RezagamaEndro Sutrisno0Joko Susilo1Ervando Tommy2Nosa Ajulva Lovely3Dept. of Environmental Engineering, Universitas Diponegoro, Semarang, IndonesiaPlanning Department of Demak Water Work Company, IndonesiaDept. of Environmental Engineering, Universitas Diponegoro, Semarang, IndonesiaDept. of Environmental Engineering, Universitas Diponegoro, Semarang, Indonesia Demak Waterwork Company (DWC) has served 21,178 customers with the capacity flow of 159.33 l/s. The capacity was predicted to reach 300 l/s or double in in 2027. The Water Distribution Networks (WDN) was developed in a large zonation, but the water supply to the customer was not well managed. Low pressure especially at peak hours, the level of leakage, and the difficulty to detect leakage are water supply problems should be solved by WDN. The objectives of this study are forecasting the demand for drinking water in the 2036 and designing a zoning system to meet future needs of drinking water. This study applied Epanet Modelling to simulate the water network system in existing and predicted condition. The result show that the characteristics of pipes, pipe materials and pipe size based on the load of drinking water should be considered for pipe replacement. Some developmental strategies e.g. improving the capacity, establishing zones, and resizing the pump capacity improve the reliability and efficiency of the water distribution network. The pressure model resulted in sufficient value to supply the whole area of more than 0.5 bar in service pipe. https://sustinerejes.com/index.php/a/article/view/34epanet modelingoptimal designwater distribution network
collection DOAJ
language English
format Article
sources DOAJ
author Arya Rezagama
Endro Sutrisno
Joko Susilo
Ervando Tommy
Nosa Ajulva Lovely
spellingShingle Arya Rezagama
Endro Sutrisno
Joko Susilo
Ervando Tommy
Nosa Ajulva Lovely
The optimization of water network model in the central of Demak District
Sustinere: Journal of Environment and Sustainability
epanet modeling
optimal design
water distribution network
author_facet Arya Rezagama
Endro Sutrisno
Joko Susilo
Ervando Tommy
Nosa Ajulva Lovely
author_sort Arya Rezagama
title The optimization of water network model in the central of Demak District
title_short The optimization of water network model in the central of Demak District
title_full The optimization of water network model in the central of Demak District
title_fullStr The optimization of water network model in the central of Demak District
title_full_unstemmed The optimization of water network model in the central of Demak District
title_sort optimization of water network model in the central of demak district
publisher Centre for Science and Technology, IAIN Surakarta
series Sustinere: Journal of Environment and Sustainability
issn 2549-1245
2549-1253
publishDate 2018-05-01
description Demak Waterwork Company (DWC) has served 21,178 customers with the capacity flow of 159.33 l/s. The capacity was predicted to reach 300 l/s or double in in 2027. The Water Distribution Networks (WDN) was developed in a large zonation, but the water supply to the customer was not well managed. Low pressure especially at peak hours, the level of leakage, and the difficulty to detect leakage are water supply problems should be solved by WDN. The objectives of this study are forecasting the demand for drinking water in the 2036 and designing a zoning system to meet future needs of drinking water. This study applied Epanet Modelling to simulate the water network system in existing and predicted condition. The result show that the characteristics of pipes, pipe materials and pipe size based on the load of drinking water should be considered for pipe replacement. Some developmental strategies e.g. improving the capacity, establishing zones, and resizing the pump capacity improve the reliability and efficiency of the water distribution network. The pressure model resulted in sufficient value to supply the whole area of more than 0.5 bar in service pipe.
topic epanet modeling
optimal design
water distribution network
url https://sustinerejes.com/index.php/a/article/view/34
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