PERENCANAAN ULANG SALURAN DRAINASE JALAN HARAPAN KECAMATAN RUMBAI PESISIR KOTA PEKANBARU

Miftahul Jannah; Virgo Trisep Haris; Muthia Anggraini

doi:10.36341/racic.v6i2.1949

Miftahul Jannah Universitas Lancang Kuning
Virgo Trisep Haris Universitas Lancang Kuning
Muthia Anggraini Universitas Lancang Kuninh

: https://doi.org/10.36341/racic.v6i2.1949

Abstract

Drainage functions to drain water so that there is no puddle on the road surface which can disrupt community activities and damage to road construction. On Jalan Harapan, the Rumbai Pesisir sub-district already has a drainage channel on the right with a height of 1.3 m and a width of 1.3 m and a left channel with a height of 1.3 m and a width of 1.1 m. However, there are still frequent puddles of water on the road surface. The condition of the drainage channel on the hope road is hollow, causing waterlogging in the area. The purpose of this research is to do a re-planning to improve the condition of the existing drainage channel so that it can drain water. The method used is the Gumbel distribution method to calculate the frequency of rainfall, SNI 03-3424-1994 to calculate the intensity of rainfall and the manning method to calculate the flow velocity. From the planning results, the dimensions are 1.75 m high and 1.5 m wide with an upstream elevation of 99,013 and a downstream elevation of 98.8108 for the right channel and the left channel with a height of 1.45 m and a width of 1.2 m with an upstream elevation of 98.429 and an elevation of 98.429. downstream 98,227 for the left channel. In conclusion, the dimensions of the right channel are 1.75 m high and 1.5 m wide, the left channel is 1.45 m high and 1.2 m wide.

Keywords: Discharge, Dimension, Drainage, Elevation

References

Andana, B., Arisanty, D. and Adyatma, S. (2016) ‘Evaluasi Daya Tampung Sistem Drainase Di Kecamatan Banjarmasin Selatan’, JPG (Jurnal Pendidikan Geografi), 3(4), pp. 1–13.
Dewi, A. K., Setiawan, A. and Saido, A. P. (2014) ‘Evaluasi Sistem Saluran Drainase di Ruas Jalan Solo Sragen Kabupaten Karanganyar’, Jurnal Matriks Teknik Sipil, 2(1), pp. 170–176.
Fairizi, D. (2015) ‘Analisis dan Evaluasi Saluran Drainase Pada Kawasan Perumnas Talang Kelapa Di Subdas Lambidaro Kota Palembang’, Sipil, Jurusan Teknik Sriwijaya, Universitas Besar, Bukit Sumatera, Palembang, 3(No. 1).
Gunawan, F., Haris, V. T. and Anggraini, M. (2020) ‘Perencanaan Drainase Pada Jalan Umban Sari Disepanjang STA 0 + 500 Hingga STA 0 + 750 Kecamatan Rumbai Kota Pekanbaru’, Jurnal Teknik, 14, pp. 178–187.
Hasmar, H. (2002) Drainasi Terapan. Yogyakarta: UII Press, Yogyakarta.
Hasmar, H. A. H. (2012) Drainase terapan. Edited by U. P. Yogyakarta. yogjakarta.
Jifa, A. N., Susanaati, L. D. and Haji, A. T. S. (no date) ‘Evaluasi Saluran Drainase di Jalan Gajayana dan Jalan Sumbersari Kota Malang’, Jurnal Sumberdaya Alam dan Lingkungan, pp. 9–17.
Kartika, N. K. S., Muliawan, I. W. and Rahadiani, A. A. S. D. (2018) ‘Evaluasi Fungsi Saluran Drainase Terhadap Kondisi Jalan Gunung Rinjani Di Wilayah Kecamatan Denpasar Barat’, WICAKSANA: Jurnal Lingkungan dan Pembangunan, 2(1), pp. 17–24.
Nusantara, D. A. D. (2020) ‘Evaluasi Kapasitas Saluran Drainase di Catchment Area Sub Sistem Bendul Merisi Kota Surabaya’, UKaRsT, 4(1), p. 84. doi: 10.30737/ukarst.v4i1.689.
SNI 03-3424:1994 (1994) ‘Tata Cara Perencanaan Drainase Permukaan Jalan’, in, p. 3424.
Suripin (2004) Sistem Drainase Perkotaan Yang Berkelanjutan. Yogyakarta: Andi.