TINJAUAN PERENCANAAN SISTEM JARINGAN PIPA DISTRIBUSI AIR BERSIH DI KELURAHAN 32 ILIR KECAMATAN ILIR BARAT II PALEMBANG
| Main Authors: | Amri, Muhammad , Belli, Rico Andro |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1297/1/Cover%2C%20Kata%20Pengantar%2C%20Daftar%20Isi%20ricoamri%20ok.pdf http://eprints.polsri.ac.id/1297/2/BAB%20I.pdf http://eprints.polsri.ac.id/1297/3/BAB%20II.pdf http://eprints.polsri.ac.id/1297/4/BAB%20III.pdf http://eprints.polsri.ac.id/1297/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1297/6/BAB%20V.pdf http://eprints.polsri.ac.id/1297/ |
Daftar Isi:
- Review and Planning of Water Distribution Pipelines In Village 32 Ilir District of Ilir Barat II Palembang Sub-District 32 Ilir is a residential area and regional trade continues to increase from year to year, but common obstacle for those customers where the existing water supply is less well served. The aim of the author is to know how much water should discharge flowing in the region. Data were collected from PDAM Tirta Musi, the Central Bureau of Statistics, Office 32 Ilir village and office Ilir Barat II in Palembang as well as within the local communities. The author uses primary and secondary data in planning. Primary data were taken through observation and interviews. Secondary data were analyzed by using the theoretical framework developed from several books. The data used to calculate the population of population projections for the next 20 years, from the results of these calculations relate to calculate the required amount of water, which is then either used for analyzing pipelines with Hardy Cross method. In the calculation of water requirements, water flow that will come flowing in the region sub-district 32 Ilir district of Ilir Barat II Palembang for 20 years (2014-2034) with a discharge of 112,266 liters / sec. Keywords: water supply, water discharge, hardy cross