STUDI EKSISTING JARINGAN DRAINASE DI KAWASAN JL. AMPHIBI KELURAHAN 20 ILIR D II KOTA PALEMBANG
| Main Authors: | Nindya, Hilda, Dini Wigustha, Reyna |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1305/1/ALL.docx http://eprints.polsri.ac.id/1305/2/BAB%20I.docx http://eprints.polsri.ac.id/1305/3/BAB%20II.docx http://eprints.polsri.ac.id/1305/4/BAB%20III.docx http://eprints.polsri.ac.id/1305/5/BAB%20IV.docx http://eprints.polsri.ac.id/1305/6/BAB%20V.docx http://eprints.polsri.ac.id/1305/7/Daftar%20Pustaka.docx http://eprints.polsri.ac.id/1305/ |
Daftar Isi:
- The final report is made to determine the cause of puddle of water on the existing network of drainage network in the area of Amphibi Kelurahan 20 Ilir DII Kota Palembang. From the study of existing drainage network and the result of calculations by taking into account the wider catchment area discharge rainwater and sewage discharge, it was found that the amount of flow going. Result of discharge calculation compared to existings lines only need to be normalized, while the need for widening the drainage network/ channel redesign the drainage points which have larger discharge calculation of existings for all channels that will be able to accommodate the discharge flow. By calculation catchment area of 233.254 m2 obtained the calculation of the dots in the normalization of the channel, T1-T2 = 0,889 m3/sec, T4-T2 = 0,786 m3/sec. While the points made redesign the channel T2-T7 = 3,438 m3/sec, T7-T10 = 5,024 m3/sec, T10-T11 = 7,048 m3/sec. Factors affecting this include conditions due to lack of public awareness to keep the drainage. Keyword : existing and catchment area.