Meningkatkan Kapasitas Daya Tampung Drainase dengan Penggunaan Beton U-ditch pada Daerah Banjir Sidokare Dan Kawasan Kumuh Lemahputro Kota Sidoarjo
DOI:
https://doi.org/10.30737/jurmateks.v4i1.1743Keywords:
Drainage Channel, Discharge Plan, Channel Capasity, Re-DimensionsAbstract
The slums in Sidoarjo city are caused by people who ignore the cleanliness of the environment. The number of people who dispose of waste, household waste, or production waste in the channel causes the reduced function of drainage channels. This study aims to determine the capacity of existing channels in the flood area of Sidokare and Lemahputro slum, Sidoarjo. The method used uses a quantitative descriptive method—hydrological data obtained from rainfall recording stations for ten years. The data was then analyzed using rational methods to calculate the discharge of flood plans when resetting the 10-yearly. The hydrology and hydraulic analysis calculation results obtained plan discharge (Qr) of 0.092 m3/s and existing discharge (Qs) of 0.032 m3/s. These results showed the existing channel condition could not accommodate the discharge of rainwater runoff, so there needs to be redimence of the channel. From the analysis of the dimensions of drainage channels conducted, obtained a new channel in the form of Box U-Ditch with a channel depth (h) 0.50 width under the channel (b) 0.40 m, with channel discharge plan that 0.128 m3/s can accommodate.
References
R. J. Kodoatie and Sugiyanto, “Banjir, Beberapa Penyebab dan Pengendaliannya dalam Perspektif Lingkungan,†Pustaka Pelajar, 2002.
N. S. Grigg and O. J. Helweg, “Stateâ€Ofâ€Theâ€Art Of Estimating Flood Damage In Urban Areas,†JAWRA J. Am. Water Resour. Assoc., vol. 11, no. 2, pp. 379–390, 1975, doi: 10.1111/j.1752-1688.1975.tb00689.x.
Suripin, “Sistem Drainase Perkotaan Yang Berkelanjutan,†in Andi, Yogyakarta : Andi Offset, 2004.
R. Harahap, K. Jeumpa, and E. M. Silitonga, “Drainase Pemukiman : Prinsip Dasar & Aplikasinya,†in Yayasan Kita Menulis, Yayasan Kita Menulis, p. 146.
A. Errico, V. Pasquino, M. Maxwald, G. B. Chirico, L. Solari, and F. Preti, “The effect of flexible vegetation on flow in drainage channels: Estimation of roughness coefficients at the real scale,†Ecol. Eng., vol. 120, pp. 411–421, 2018, doi: 10.1016/j.ecoleng.2018.06.018.
S. A. Y. Astuti, Munadhir, and D. A. W. W. Pratiwi, “The Effect of Drainage Channel Type on Seepage Percentage,†Procedia Eng., vol. 171, pp. 445–453, 2017, doi: 10.1016/j.proeng.2017.01.355.
Wesli, “Drainase Perkotaan,†in Graha Ilmu, Yogyakarta : Graha Ilmu, 2008.
A. Syarifudin, “Drianase Perkotaan Berwawasan Lingkungan,†in Andi, ANDI (Anggota IKAPI, 2017.
M. Gimenez-Maranges, J. Breuste, and A. Hof, “Sustainable Drainage Systems for transitioning to sustainable urban flood management in the European Union: A review,†J. Clean. Prod., vol. 255, p. 120191, 2020, doi: 10.1016/j.jclepro.2020.120191.
A. Gunarto, F. Nursandah, M. Zaenuri, N. A. Affandy, U. Kadiri, and U. I. Lamongan, “Perencanaan Sistem Drainase Ruas Jalan Kuncir – Sawahan Kabupaten Nganjuk,†UKaRsT, vol. 1, no. 2, pp. 156–164, 2017.
Romadhon, M. Zaenuri, and H. Pratikno, “Perencanaan Sistem Drainase Dan Trotoar (Study Kasus: Lingkungan Kelurahan Banjaran Kota Kediri),†U KaRsT, vol. 3, no. 1, pp. 66–74, 2019.
D. E. Guntoro, D. Harisuseno, and E. N. Cahya, “Pengelolaan drainase secara terpadu untuk pengendalian genangan di kawasan sidokare kabupaten sidoarjo,†J. Tek. Pengair., vol. 8, no. 1, pp. 60–71, 2017.
M. Geumala, R. Supriharjo, P. G. Ariastita, and M. Ali, “Konsep Pengembangan Kota Baru Di Sukodono Sidoarjo,†U KaRsT, vol. 2, no. 1, pp. 77–87, 2018.
T. Wang, X. Chen, K. Li, J. Chen, and Y. You, “Experimental study of viscous debris flow characteristics in drainage channel with oblique symmetrical sills,†Eng. Geol., vol. 233, pp. 55–62, 2018, doi: 10.1016/j.enggeo.2017.11.024.
H. . H. Hasmar, “Drainasi Terapan,†in UiiPress, U. P. Yogyakarta, Ed. Yogyakarta : UII Press, 2011, 2012.
I. Suprayogi, “Pemetaan Kawasan Rentan Banjir Dalam Kota Pekanbaru Menggunakan Perangkat Sistem Informasi Geografis,†Proc. ACES (Annual Civ. Eng. Semin., vol. 1, 2016.
R. J. Kodoatie and R. Sjarief, “Tata Ruang Air,†in Andi, Penerbit Andi, 2010.
N. K. Agustin, A. Ridwan, and S. Sudjati, “Analisa Sistem Jaringan Drainase (Studi Kasus : Desa Sumengko, Kecamatan Sukomoro, Kabupaten Nganjuk),†J. Manaj. Teknol. Tek. Sipil, vol. 2, no. 2, p. 245, 2019, doi: 10.30737/jurmateks.v2i2.516.
G. H. J. P. September, E. Hidayah, “Assessment and Optimization of Water Division Pattern in Sampean Baru Irrigation Area,†UKaRsT, vol. 5, no. 1, pp. 64–79, 2021.
I. M. Kamiana, “Teknik Perhitungan Debit Rencana Bangunan Air,†in Graha Ilmu, Edisi pert., Yogyakarta : Graha Ilmu, 2011.
I. Soeharto, “Manajemen Proyek Dari Konseptual Sampai Operasional,†in Jakarta: Erlangga, S. . Yati Sumiharti, Ed. Jakarta: Erlangga, 1995.
Badan Standardisasi Nasional, “SNI 2415:2016 - Tata Cara Perhitungan Debit Banjir Rencana,†2016.
M. A. Kuncoro, S. Winarto, and Y. C. S. Purnomo, “Studi Penanggulangan Banjir di Kali Batan Kabupaten Kediri,†J. Manaj. Teknol. Tek. Sipil, vol. 1, no. 1, pp. 91–100, 2018, doi: 10.30737/jurmateks.v1i1.143.
D. A. D. Nusantara, “Evaluasi Kapasitas Saluran Drainase di Catchment Area Sub Sistem Bendul Merisi Kota Surabaya,†U KaRsT, vol. 4, no. 1, 2020.
R. M. Sinaga and R. Harahap, “Analisis Sistem Saluran Drainase Pada Jalan Perjuangan Medan,†Educ. Build. J. Pendidik. Tek. Bangunan dan Sipil, vol. 2, no. 2, pp. 41–49, 2016.
V. Te Chow, D. R. Maidment, and L. W. Mays, Applied Hydrology. 1988.
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