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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Centre for Science and Technology, IAIN Surakarta
2018-05-01
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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.
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topic |
epanet modeling optimal design water distribution network |
url |
https://sustinerejes.com/index.php/a/article/view/34 |
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