Effect of Pressure Reduction at Different Zones on Non-Revenue Water in Kinta District

Water loss from water distribution network has become a common problem around the world. Non revenue water, also known as NRW, is the difference between the volume of water supplied into a distribution system and the volume of water billed to customers. There are many factors contributing to NRW...

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Main Author: Nurraihana Binti Mohd Razib, Nurraihana
Format: Final Year Project
Language:English
Published: Universiti Teknologi Petronas 2009
Subjects:
Online Access:http://utpedia.utp.edu.my/1601/1/nurraihana_bt_mohd_razib.pdf
http://utpedia.utp.edu.my/1601/
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spelling my-utp-utpedia.16012017-01-25T09:44:39Z http://utpedia.utp.edu.my/1601/ Effect of Pressure Reduction at Different Zones on Non-Revenue Water in Kinta District Nurraihana Binti Mohd Razib, Nurraihana TA Engineering (General). Civil engineering (General) Water loss from water distribution network has become a common problem around the world. Non revenue water, also known as NRW, is the difference between the volume of water supplied into a distribution system and the volume of water billed to customers. There are many factors contributing to NRW such as pipe bursts, leakages, meter accuracy and illegal connection. The objective of this study is to implement pressure control scheme into Bercham sub network in order to reduce the water loss to an economical level. The scope of study covered five residential areas located in Bercham, Ipoh. Burst and Background Estimates Analysis (BABE) method was used for data interpretation to calculate component of real losses. Fixed and Variable Area Discharges (FAVAD) was used to determine the value of NI. Result of the study on the pipe system and meters for Taman Anda indicated that, the percentage of leakage is 26.3%. Based on the result from BABE analysis, there was no need to install Pressure Reducing Valve (PRV) in the system whereas the pipe needs to be changed because of its overdue lifespan. At Taman Ria, the percentage of leakage is relatively small at 7.27%. There was a problem during the test at Taman Sri Kurau where the valve at the inlet point was broken, thus the result obtained was inaccurate. The critical zones are Taman Arena Kepayang and Taman Sri Rapat based on BABE analysis. This is due to high ground level that causes difficulty for data logger to interpret the signal. The percentage of leakage for Taman Arena Kepayang is 19.51 % while for Taman Sri Rapat is 23.50%. Therefore, there is a need to installed PRV for both areas. Universiti Teknologi Petronas 2009 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/1601/1/nurraihana_bt_mohd_razib.pdf Nurraihana Binti Mohd Razib, Nurraihana (2009) Effect of Pressure Reduction at Different Zones on Non-Revenue Water in Kinta District. Universiti Teknologi Petronas. (Unpublished)
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Nurraihana Binti Mohd Razib, Nurraihana
Effect of Pressure Reduction at Different Zones on Non-Revenue Water in Kinta District
description Water loss from water distribution network has become a common problem around the world. Non revenue water, also known as NRW, is the difference between the volume of water supplied into a distribution system and the volume of water billed to customers. There are many factors contributing to NRW such as pipe bursts, leakages, meter accuracy and illegal connection. The objective of this study is to implement pressure control scheme into Bercham sub network in order to reduce the water loss to an economical level. The scope of study covered five residential areas located in Bercham, Ipoh. Burst and Background Estimates Analysis (BABE) method was used for data interpretation to calculate component of real losses. Fixed and Variable Area Discharges (FAVAD) was used to determine the value of NI. Result of the study on the pipe system and meters for Taman Anda indicated that, the percentage of leakage is 26.3%. Based on the result from BABE analysis, there was no need to install Pressure Reducing Valve (PRV) in the system whereas the pipe needs to be changed because of its overdue lifespan. At Taman Ria, the percentage of leakage is relatively small at 7.27%. There was a problem during the test at Taman Sri Kurau where the valve at the inlet point was broken, thus the result obtained was inaccurate. The critical zones are Taman Arena Kepayang and Taman Sri Rapat based on BABE analysis. This is due to high ground level that causes difficulty for data logger to interpret the signal. The percentage of leakage for Taman Arena Kepayang is 19.51 % while for Taman Sri Rapat is 23.50%. Therefore, there is a need to installed PRV for both areas.
format Final Year Project
author Nurraihana Binti Mohd Razib, Nurraihana
author_facet Nurraihana Binti Mohd Razib, Nurraihana
author_sort Nurraihana Binti Mohd Razib, Nurraihana
title Effect of Pressure Reduction at Different Zones on Non-Revenue Water in Kinta District
title_short Effect of Pressure Reduction at Different Zones on Non-Revenue Water in Kinta District
title_full Effect of Pressure Reduction at Different Zones on Non-Revenue Water in Kinta District
title_fullStr Effect of Pressure Reduction at Different Zones on Non-Revenue Water in Kinta District
title_full_unstemmed Effect of Pressure Reduction at Different Zones on Non-Revenue Water in Kinta District
title_sort effect of pressure reduction at different zones on non-revenue water in kinta district
publisher Universiti Teknologi Petronas
publishDate 2009
url http://utpedia.utp.edu.my/1601/1/nurraihana_bt_mohd_razib.pdf
http://utpedia.utp.edu.my/1601/
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score 13.19449