Studi Sistem Drainase Jalan Beliang Kota Palangka Raya
DOI:
https://doi.org/10.33084/mits.v5i2.266Keywords:
Studi Sistem Drainase, Beliang, BanjirAbstract
At this time the drainage conditions are channeled to the primary channel that leads to the river, using land use, making the recharge less and less. By paying attention to the floods in 2015 and several years, to find out, the research conducted on the Jalan Beliang Drainage Study System in Palangka Raya City. This study aims to find out the existing drainage systems and channels and knowing between rational debit (Qr) and channel debit (Qs) in the study area. Based on field data, the base width (b) varies between 0.16 m - 0.75 m, and the depth is between 0.35 m - 0.75 m. Results from the garuda XA area indicate that QrDownloads
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References
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Badan Meteorologi, Klimatologi dan Geofisika (BMKG) Propinsi Kalimantan Tengah, 2015, Data Hujan wilayah Palangka Raya. Palangka Raya.
Novrianti, 2005, Kajian Drainase Terhadap Banjir Pada Kawasan Jalan Sapan Kota Palangkaraya, Media Ilmiah Teknik Sipil, Vo. 4 No. 1 Desember 2015.
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Badan Meteorologi, Klimatologi dan Geofisika (BMKG) Propinsi Kalimantan Tengah, 2015, Data Hujan wilayah Palangka Raya. Palangka Raya.
Novrianti, 2005, Kajian Drainase Terhadap Banjir Pada Kawasan Jalan Sapan Kota Palangkaraya, Media Ilmiah Teknik Sipil, Vo. 4 No. 1 Desember 2015.
Pedoman Drainase Perkotaan dan Standar Desain Teknis.
Sofian, dkk. Perencanaan Teknis Drainase Kawasan Kasang Kecamatan Batang Anai Kabupaten
Padang Pariaman. Jurnal Momentum. Vol. 14 no. 1 Februari 2013.
Suripin. 2004. Sistem Drainase Perkotaan yang Berkelanjutan. Andi Offset. Yogyakarta.
Sutanto, 2006, Pedoman Drainase Jalan Raya. Penerbit Universitas Indonesia. Jakarta
Triatmodjo. Bambang, 2010, Hidrologi Terapan, Cetakan Kedua, Beta Offset, Yogyakarta
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Published
2017-06-01
How to Cite
Novrianti, N. (2017). Studi Sistem Drainase Jalan Beliang Kota Palangka Raya. Media Ilmiah Teknik Sipil, 5(2), 109–116. https://doi.org/10.33084/mits.v5i2.266
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