PENGELOLAAN DAN DESAIN SISTEM DRAINASE DALAM PENANGGULANGAN GENANGAN BANJIRBERBASIS SISTEM INFORMASI GEOGRAFIS

Authors

  • Abdul Rivai Suleman
  • Hamzah Yusuf
  • Basyar Bustan

Abstract

This research aims to manage and design drainage system, so it may work effectively in handling floodinundation based on the existing condition. This research has been carried out by collecting primary data and secondarydata. This research is processed by using Microsoft Office Excel to know the magnitude of rainfall in the next five yearsperiod and the big of channel discharge planned. The results of this study obtained the maximum quantity in the fiveyearperiod (Q5) of 0.688 m3/sec and for the design of the channel used three types of channels including the I-typesecondary channel with the channel bottom width (b) = 0.40 m, height (H) = 0.50 m, (w) = 0.40 m, secondary channeltype II with channel bottom width (b) = 0.40, height (H) = 0.50 m, wavelength (w) = 0.40 m and a tertiary channel type Iwith base width of channel ) = 0.20 m, height (H) = 0.25 m, high guard (w) = 0.20 m.

References

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Anonim, 2015 Kabupaten Wajo Dalam Angka. Badan Pusat Statistik Kabupaten Wajo.

D.Takumansang, dkk. 2015. Evaluasi Kinerja Sistem Drainase Di Wilayah Pusat Kota Amurang Berdasarkan Persepsi

Masyarakat. Universitas Sam Ratulangi Manado.

Prahasta,2001. Konsep – Konsep Dasar Sistem Informasi Geografi, Informatika, Bandung.

Sugiharto, Bambang. 2009. Inventarisasi dan Penilaian Aset Infrastruktur Irigasi. Tesis. Yogyakarta. Universitas Atma

Jaya Yogyakarta.

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Published

2018-08-28

Issue

Section

SIPIL & KEAIRAN, TRANSPORTASI, DAN MITIGASI BENCANA