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STUDI EVALUASI PENGEMBANGAN JARINGAN PIPA TRANSMISI DAN DISTRIBUSI AIR BERSIH PDAM KECAMATAN KOTA MASOHI KABUPATEN MALUKU TENGAH

Main Author: SIAHAYA, IS MAYONA
Format: Thesis NonPeerReviewed Book
Bahasa: eng
Terbitan: , 2010
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access: http://eprints.umm.ac.id/1313/1/STUDI_EVALUASI_PENGEMBANGAN_JARINGAN_PIPA_TRANSMISIDAN_DISTRIBUSI_AIR_BERSIH_PDAM_KECAMATAN_KOTA_MASOHIKABUPATEN_MALUKU_TENGAH.pdf
http://eprints.umm.ac.id/1313/
ctrlnum 1313
fullrecord <?xml version="1.0"?> <dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.umm.ac.id/1313/</relation><title>STUDI EVALUASI PENGEMBANGAN JARINGAN PIPA TRANSMISI DAN DISTRIBUSI AIR BERSIH PDAM KECAMATAN KOTA MASOHI KABUPATEN MALUKU TENGAH</title><creator>SIAHAYA, IS MAYONA</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>With the increasing population Masohi District, the drinking water demand is also increasing. For the capacity of water demand in the district managed Masohi taps, by relying on these water sources is not enough for clean water needs of the people that continued to grow. Thus the need for resource development and pipeline transmission and distribution of clean water that is efficient, cheap and qualified. Water supply system Masohi District has an existing discharge of 102.5 lt / sec with a gravity drainage system, to discharge the dihasikan development conditions do not meet that required for new potential sources of discharge of 70.3 lt / sec to meet the needs of clean water in years 2009 until the year 2014 planning. On the condition of existing networks there are several pipes that are not able to serve until the year 2014 plan, there are 72 number of pipes that must be replaced. Diameter pipe used by the PDAM Masohi existing Kecamatn Unit maximum and minimum 300 mm 25 mm, after the year 2014 the maximum diameter of 600 mm and minimum 25 mm. While the condition of the network pengembngan maximum pipe diameter 150 mm and minimum 50 mm, and the condition of pipeline development until the year 2014 does not need replacement pipe dimensions because until 2014 still remain in compliance.&#xD; This is adjusted with the results of running the program in 2200 with a pressure Waternet still the standard and still meet the water needs of the City Water District is planning Masohi year 2014.</description><date>2010</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/1313/1/STUDI_EVALUASI_PENGEMBANGAN_JARINGAN_PIPA_TRANSMISIDAN_DISTRIBUSI_AIR_BERSIH_PDAM_KECAMATAN_KOTA_MASOHIKABUPATEN_MALUKU_TENGAH.pdf</identifier><identifier> SIAHAYA, IS MAYONA (2010) STUDI EVALUASI PENGEMBANGAN JARINGAN PIPA TRANSMISI DAN DISTRIBUSI AIR BERSIH PDAM KECAMATAN KOTA MASOHI KABUPATEN MALUKU TENGAH. Other thesis, University of Muhammadiyah Malang. </identifier><recordID>1313</recordID></dc>
language eng
format Thesis:Thesis
Thesis
PeerReview:NonPeerReviewed
PeerReview
Book:Book
Book
author SIAHAYA, IS MAYONA
title STUDI EVALUASI PENGEMBANGAN JARINGAN PIPA TRANSMISI DAN DISTRIBUSI AIR BERSIH PDAM KECAMATAN KOTA MASOHI KABUPATEN MALUKU TENGAH
publishDate 2010
topic TA Engineering (General). Civil engineering (General)
url http://eprints.umm.ac.id/1313/1/STUDI_EVALUASI_PENGEMBANGAN_JARINGAN_PIPA_TRANSMISIDAN_DISTRIBUSI_AIR_BERSIH_PDAM_KECAMATAN_KOTA_MASOHIKABUPATEN_MALUKU_TENGAH.pdf
http://eprints.umm.ac.id/1313/
contents With the increasing population Masohi District, the drinking water demand is also increasing. For the capacity of water demand in the district managed Masohi taps, by relying on these water sources is not enough for clean water needs of the people that continued to grow. Thus the need for resource development and pipeline transmission and distribution of clean water that is efficient, cheap and qualified. Water supply system Masohi District has an existing discharge of 102.5 lt / sec with a gravity drainage system, to discharge the dihasikan development conditions do not meet that required for new potential sources of discharge of 70.3 lt / sec to meet the needs of clean water in years 2009 until the year 2014 planning. On the condition of existing networks there are several pipes that are not able to serve until the year 2014 plan, there are 72 number of pipes that must be replaced. Diameter pipe used by the PDAM Masohi existing Kecamatn Unit maximum and minimum 300 mm 25 mm, after the year 2014 the maximum diameter of 600 mm and minimum 25 mm. While the condition of the network pengembngan maximum pipe diameter 150 mm and minimum 50 mm, and the condition of pipeline development until the year 2014 does not need replacement pipe dimensions because until 2014 still remain in compliance. This is adjusted with the results of running the program in 2200 with a pressure Waternet still the standard and still meet the water needs of the City Water District is planning Masohi year 2014.
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institution Universitas Muhammadiyah Malang
institution_id 136
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library_id 546
collection UMM Institutional Repository
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city MALANG
province JAWA TIMUR
repoId IOS4109
first_indexed 2017-03-21T02:38:38Z
last_indexed 2017-03-21T02:38:38Z
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