PERENCANAAN SISTEM JARINGAN PIPA DISTRIBUSI AIR BERSIH DI KELURAHAN LEBUNG GAJAH KECAMATAN SEMATANG BORANG KOTA PALEMBANG
| Main Authors: | Nitya, Rida, Fitri Yanti, Indah |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1375/1/Cover.pdf http://eprints.polsri.ac.id/1375/2/BAB%20I.pdf http://eprints.polsri.ac.id/1375/3/BAB%20II.pdf http://eprints.polsri.ac.id/1375/4/Bab%20III.pdf http://eprints.polsri.ac.id/1375/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1375/6/BAB%20V.pdf http://eprints.polsri.ac.id/1375/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1375/ |
Daftar Isi:
- Kelurahan Lebung Gajah is a residential area and trade which envolve every year. Because the increase is frequent happened by obstacle to all customer that where clean water supply existing less served favorably. The purpose from author is to know how much amount of debits that should be fluidized in that region. Methodology used namely collect secondary data. Population data used to calculate population projection for 20 years onward. And finally calculation about to calculate water need number that next will be are used to analyze pipe network with Hardy Cross's method. From analysis result acquired namely the calculation of population projection use Requesi Eksponensial Metode with Q the plan age total namely 79,639 liters/second to 2014-2033. In this clean water distribution network planning pipe type planned namely pipe type with diameter of 110 mm, 125 mm, 140 mm, 160 mm, 180 mm, 200 mm, 225 mm, 250 mm, 280 mm. Moreover, to get that water distribution fulfilled to entire plan local required reservoir volume by about 17.201,98 m3 with budget-estimate plan as big as Rp. 4.771.981.200,00 with 174 day work time. Keywords : Clean water, Water Debits, Hardy Cross, Requesi Eksponensial