Optimizing Drainage of Soekarno Hatta-Borobudur Road Malang City as an Alternative for Handling Surface Run-off Problems
DOI:
https://doi.org/10.70609/gtech.v8i4.5496Keywords:
Absorption Wells, Biopore Absorption Holes, Optimization, Road Drainage, Surface Run-offAbstract
Rapid urban development has a negative side because development does not pay attention to the carrying capacity of the environment. Land that should function as protected areas and green open spaces is decreasing, thus impacting water catchment areas. Soekarno Hatta-Borobudur Street is one of the annual surface runoff puddles in Malang City up to 20 cm high for almost 40 minutes. This is due to the inability of existing channels to withstand rain discharge and the lack of water catchment areas. The purpose of this study is to overcome the problem of puddles by utilizing alternative solutions of eco-drainage biopore infiltration holes (BIH) and infiltration wells so that rainwater runoff from buildings does not directly flow into drainage channels. The results of the analysis of planned rainfall for a 10-year return period obtained a rainfall intensity of 126.986 mm. There are 22 channels that are unable to accommodate excess flow discharge. It is known that the number of each alternative needed to overcome this problem is 57,060 LRBs and 429 infiltration wells.
References
Anisarinda, A. A., & Fuad, B. L. (2021). Kajian Kapasitas Tampungan Kolam Retensi di Perumahan Sarimas, Kelurahan Sukamiskin, Kecamatan Arcamanik, Kota Bandung. Jurnal Teknik Sipil Cendekian, 2(2), 51–62.
Arafat, Y. (2008). Reduksi Beban Aliran Drainase Permukaan Menggunakan Sumur Resapan. Smartek, 6(3), 144–153.
Faisal, M., Pujiraharjo, A., & Wijatmiko, I. (2015). Evaluasi dan Perencanaan Drainase di Jalan Soekarno Hatta Malang.
Fajri, N., Andawayanti, U., & Lufira, R. D. (2022). Kajian Evaluasi Genangan Menggunakan Metode SWMM (Storm Water Management Model) di Daerah Jalan Soekarno Hatta (RS UB Hingga Patung Pesawat), Kota Malang. Jurnal Teknologi dan Rekayasa Sumber Daya Air, 2(2), 259–272. https://doi.org/10.21776/ub.jtresda.2022.002.02.22
Herdayanti, & Syahrial. (2016). Desain Penelitian dan Teknik Pengumpulan Data dalam Penelitian. J. Online Int. Nas., 7(1), 1689–1699. https://medium.com/@arifwicaksanaa/pengertian-use-case-a7e576e1b6bf
Hidayah, R. A. (2021). Analisa Dimensi Saluran Drainase Jalan Kurnia Makmur di Kota Samarinda. Kurva Mahasiswa, 11(1), 448–445.
Hidayat, T. (2019). Pembahasan Studi Kasus sebagai Bagian Metodologi Penelitian. Jurnal Study Kasus, 1–13.
Mundra, W., Wulandari, L. K., & Ahmadi, S. (2022). Pengendalian Banjir Melalui Sumur Resapan. Prosiding SEMSINA, 3(1), 24–27. https://doi.org/10.36040/semsina.v3i1.4871
Pelaksanaan Konservasi Air Tanah Melalui Sumur Resapan Dan Lubang Resapan Biopori, Peraturan Wali Kota Cirebon No. 38 Tahun 2019 29 (2019).
Peraturan Menteri Pekerjaan Umum Nomor 12/PRT/M/2014 Tentang Penyelenggaraan Sistem Drainase Perkotaan, (2014).
Rahmawati, S. (2020). Studi Evaluasi Saluran Drainase Perkotaan Berbasis Ecodrainage di Kelurahan Jombatan Kecamatan Jombang Provinsi Jawa Timur.
Rohyanti, S., Ridwan, I., & Nurlina. (2015). Analisis Limpasan Permukaan dan Pemaksimalan Resapan Air Hujan di Daerah Tangkapan Air (DTA) Sungai Besar Kota Banjarbaru untuk Pencegahan Banjir. Jurnal Fisika FLUX, 12(2), 128–139.
Setyawan, A., Puri, A., & Harmiyati, H. (2018). Pengaruh Perubahan Tata Guna Lahan Terhadap Debit Saluran Drainase Jalan Arifin Ahmad pada Ruas Antara Jalan Rambutan dengan Jalan Paus Ujung di Kota Pekanbaru. Jurnal Saintis, 18(2), 55–64. https://doi.org/10.25299/saintis.2018.vol18(2).3187
Sumur dan Parit Resapan Air Hujan, Sni 8456:2017 27 (2017).
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