DESIGN OF DISTRICT METERED AREA (DMA) OF DRINKING WATER DISTRIBUTION NETWORK OF PUDAK PAYUNG IPA ZONE II, SEMARANG CITY

The lack of access to piped drinking water in Semarang City has resulted in community dependence on groundwater or springs, which has the potential to accelerate extreme land subsidence. To increase access to piped clean water in Semarang City, which currently still reaches 60% service, the Semar...

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Main Author: Betari Andhika, Hafshah
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/78333
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:78333
spelling id-itb.:783332023-09-19T08:12:30ZDESIGN OF DISTRICT METERED AREA (DMA) OF DRINKING WATER DISTRIBUTION NETWORK OF PUDAK PAYUNG IPA ZONE II, SEMARANG CITY Betari Andhika, Hafshah Indonesia Final Project Clean Water, DMA (District Metered Area), Distribution, Network INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/78333 The lack of access to piped drinking water in Semarang City has resulted in community dependence on groundwater or springs, which has the potential to accelerate extreme land subsidence. To increase access to piped clean water in Semarang City, which currently still reaches 60% service, the Semarang City Government built Pudak Payung IPA to meet the clean water needs of Pudak Payung Village and Gedawang Village. The potential increase in the amount of water production needs to be balanced with a decrease in the level of water loss, which is currently 47.58%. For this reason, it is necessary to design a water distribution network to fulfil the RPJMN target of 100% by 2038, 14,440 networks and the establishment of an isolated system or DMA (District Metered Area) to reduce the level of water loss in Semarang City to 20%. In achieving these objectives, a quantitative analysis method is used, which is an approach in which the process of data collection, field observation, data analysis, and modelling is carried out with data certainty, calculation, and numerical. The design of the planned distribution line must meet several technical and nontechnical criteria such as residual pressure, speed, and water quality, so that the results of the distribution network are able to meet the maximum demand of the service area in 2038 of 219,47L/s which is divided into 6 DMAs. From the results of alternative selection using the SAW (Simple Additive Weighting) method, through various parameters both technical and non-technical, alternative route 3 was chosen as the best distribution route. In addition, based on financial aspects using the Net Present Value (NPV) and Benefit Cost Ratio (BCR) methods, the design of the distribution network and the formation of the Pudak Payung IPA DMA are economically feasible. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description The lack of access to piped drinking water in Semarang City has resulted in community dependence on groundwater or springs, which has the potential to accelerate extreme land subsidence. To increase access to piped clean water in Semarang City, which currently still reaches 60% service, the Semarang City Government built Pudak Payung IPA to meet the clean water needs of Pudak Payung Village and Gedawang Village. The potential increase in the amount of water production needs to be balanced with a decrease in the level of water loss, which is currently 47.58%. For this reason, it is necessary to design a water distribution network to fulfil the RPJMN target of 100% by 2038, 14,440 networks and the establishment of an isolated system or DMA (District Metered Area) to reduce the level of water loss in Semarang City to 20%. In achieving these objectives, a quantitative analysis method is used, which is an approach in which the process of data collection, field observation, data analysis, and modelling is carried out with data certainty, calculation, and numerical. The design of the planned distribution line must meet several technical and nontechnical criteria such as residual pressure, speed, and water quality, so that the results of the distribution network are able to meet the maximum demand of the service area in 2038 of 219,47L/s which is divided into 6 DMAs. From the results of alternative selection using the SAW (Simple Additive Weighting) method, through various parameters both technical and non-technical, alternative route 3 was chosen as the best distribution route. In addition, based on financial aspects using the Net Present Value (NPV) and Benefit Cost Ratio (BCR) methods, the design of the distribution network and the formation of the Pudak Payung IPA DMA are economically feasible.
format Final Project
author Betari Andhika, Hafshah
spellingShingle Betari Andhika, Hafshah
DESIGN OF DISTRICT METERED AREA (DMA) OF DRINKING WATER DISTRIBUTION NETWORK OF PUDAK PAYUNG IPA ZONE II, SEMARANG CITY
author_facet Betari Andhika, Hafshah
author_sort Betari Andhika, Hafshah
title DESIGN OF DISTRICT METERED AREA (DMA) OF DRINKING WATER DISTRIBUTION NETWORK OF PUDAK PAYUNG IPA ZONE II, SEMARANG CITY
title_short DESIGN OF DISTRICT METERED AREA (DMA) OF DRINKING WATER DISTRIBUTION NETWORK OF PUDAK PAYUNG IPA ZONE II, SEMARANG CITY
title_full DESIGN OF DISTRICT METERED AREA (DMA) OF DRINKING WATER DISTRIBUTION NETWORK OF PUDAK PAYUNG IPA ZONE II, SEMARANG CITY
title_fullStr DESIGN OF DISTRICT METERED AREA (DMA) OF DRINKING WATER DISTRIBUTION NETWORK OF PUDAK PAYUNG IPA ZONE II, SEMARANG CITY
title_full_unstemmed DESIGN OF DISTRICT METERED AREA (DMA) OF DRINKING WATER DISTRIBUTION NETWORK OF PUDAK PAYUNG IPA ZONE II, SEMARANG CITY
title_sort design of district metered area (dma) of drinking water distribution network of pudak payung ipa zone ii, semarang city
url https://digilib.itb.ac.id/gdl/view/78333
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