ctrlnum 3396
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.polsri.ac.id/3396/</relation><title>PERENCANAAN JARINGAN PIPA DISTRIBUSI AIR BERSIH &#xD; KELURAHAN SENTOSA KECAMATAN SEBERANG ULU II&#xD; PALEMBANG</title><creator>VIVIANNITA, REY IGNES</creator><creator>SARI, WULAN DESY PURNAMA</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Village Sentosa is settlement area that was mostly residential houses with an area of highlands 215 hectares and lowland 23 hectares with a population of 2015 is 15.088 which will continue to increase, then the need for clean water is also increase. It is necessary for the planning of clean water distribution pipelines, which aims to find out how much water discharge must be flown in the region, so that clean water needs are met equally.&#xD; Clean water distribution pipelines is planned to use calculations Manning-Gauckker-Strickler. To calculate the projected populations in the next 10 yers used the method of arithmetic, feometric, and exponensial, from the calculation the amount of water needs required, then do the calculations on each element of the discharge pipeline by using Hardy Cross methode.&#xD; From the result of calculations water requiremnts, obtained the water discharge that will be flown at Kelurahan Sentosa in the next 10 years (2015-2025) is 43,485861 liter/second. Planning system of water distribution networks require a fee of Rp.6.566.208.700 with a time of 125 working days</description><date>2016-07</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3396/1/COVER..pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3396/2/bab%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3396/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3396/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3396/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3396/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/3396/7/DAFTAR%20PUSTAKA.pdf</identifier><identifier> VIVIANNITA, REY IGNES and SARI, WULAN DESY PURNAMA (2016) PERENCANAAN JARINGAN PIPA DISTRIBUSI AIR BERSIH KELURAHAN SENTOSA KECAMATAN SEBERANG ULU II PALEMBANG. Other thesis, POLITEKNIK NEGERI SRIWIJAYA. </identifier><recordID>3396</recordID></dc>
language eng
format Thesis:Thesis
Thesis
PeerReview:NonPeerReviewed
PeerReview
Book:Book
Book
author VIVIANNITA, REY IGNES
SARI, WULAN DESY PURNAMA
title PERENCANAAN JARINGAN PIPA DISTRIBUSI AIR BERSIH KELURAHAN SENTOSA KECAMATAN SEBERANG ULU II PALEMBANG
publishDate 2016
topic TA Engineering (General). Civil engineering (General)
url http://eprints.polsri.ac.id/3396/1/COVER..pdf
http://eprints.polsri.ac.id/3396/2/bab%20I.pdf
http://eprints.polsri.ac.id/3396/3/BAB%20II.pdf
http://eprints.polsri.ac.id/3396/4/BAB%20III.pdf
http://eprints.polsri.ac.id/3396/5/BAB%20IV.pdf
http://eprints.polsri.ac.id/3396/6/BAB%20V.pdf
http://eprints.polsri.ac.id/3396/7/DAFTAR%20PUSTAKA.pdf
http://eprints.polsri.ac.id/3396/
contents Village Sentosa is settlement area that was mostly residential houses with an area of highlands 215 hectares and lowland 23 hectares with a population of 2015 is 15.088 which will continue to increase, then the need for clean water is also increase. It is necessary for the planning of clean water distribution pipelines, which aims to find out how much water discharge must be flown in the region, so that clean water needs are met equally. Clean water distribution pipelines is planned to use calculations Manning-Gauckker-Strickler. To calculate the projected populations in the next 10 yers used the method of arithmetic, feometric, and exponensial, from the calculation the amount of water needs required, then do the calculations on each element of the discharge pipeline by using Hardy Cross methode. From the result of calculations water requiremnts, obtained the water discharge that will be flown at Kelurahan Sentosa in the next 10 years (2015-2025) is 43,485861 liter/second. Planning system of water distribution networks require a fee of Rp.6.566.208.700 with a time of 125 working days
id IOS15200.3396
institution Politeknik Negeri Sriwijaya
institution_id 186
institution_type library:university
library
library Perpustakaan Politeknik Negeri Sriwijaya
library_id 333
collection Perpustakaan Politeknik Negeri Sriwijaya
repository_id 15200
city KOTA PALEMBANG
province SUMATERA SELATAN
repoId IOS15200
first_indexed 2021-08-25T09:30:54Z
last_indexed 2021-08-25T09:30:54Z
recordtype dc
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