EVALUASI DAN PERENCANAANDR AINASE PERKOTAAN KAWASAN PERUMAHAN SAWOJAJAR PERMAI KELURAHAN LESANPURO KOTA MALANG
| Main Author: | Gunawan, Gunawan |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2018
|
| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/41648/1/PENDAHULUAN.pdf http://eprints.umm.ac.id/41648/2/BAB%20I.pdf http://eprints.umm.ac.id/41648/3/BAB%20II.pdf http://eprints.umm.ac.id/41648/4/BAB%20III.pdf http://eprints.umm.ac.id/41648/5/BAB%20IV.pdf http://eprints.umm.ac.id/41648/6/BAB%20V.pdf http://eprints.umm.ac.id/41648/7/LAMPIRAN.pdf http://eprints.umm.ac.id/41648/ |
Daftar Isi:
- Sawojajar Pemai Recidence has a wide abaut 10 ha which si loceted in Lesanpuro district, Kedungkandang Malang has settlements were densely packed which is caused food and pools of water duet o lack of effective dimention condition function. The goal of this research is evaluating drainase exsisting system and replanning drainase system at that district cause of food and pool of water come every raining season. The data taken krom 3 nearest places Ciliwung, Kedungkandang and Tumpang since 2007-2016 for searching the maximum rain. Topography map then the data analyzed by Gumbel method and Test Chi-Kuadrat whitin 5 years which is found the rain pall design about 98,5813 mm. Distribution drainase canal will devide in 67 canals. The result of this analysis , found that 62-63 canals have to redesign with exsisting canal dimention 1,4 m x 2,0 m the maximum overflow is 3,8562 m3/dt having flood about 5,1851 m3/dt, then the result of redesign that dimention is 1,4 m x 2,4 m with maximum overflow 5,2982 m3/dt.