Estimating The Need For Infiltration Wells To Support Groundwater Conservation And Surface Runoff Control In Enggal Subdistrict
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Urban areas frequently encounter environmental challenges such as the reduction of green open spaces, water shortages during the dry season, and water ponding during the rainy season. These problems are mainly caused by rapid urbanization and the expansion of impervious surfaces, which reduce natural infiltration capacity and increase surface runoff. As a result, groundwater recharge decreases while the potential for urban flooding becomes higher. Similar conditions are observed in Enggal District, located in the central area of Bandar Lampung City, Indonesia. Therefore, effective stormwater management strategies are required to mitigate surface runoff while improving groundwater conservation. This study aims to estimate the required number of infiltration wells needed to achieve zero run-off conditions in Enggal District. The study area covers approximately 2.80 km² and consists of six urban villages with a population of 24,611 in 2025 based on the Enggal District Report. Land-use analysis indicates that the area has a surface runoff coefficient of 0.55. Hydrological analysis was conducted using 20 years of rainfall data (2005–2024) to determine rainfall characteristics and runoff potential. The rainfall intensity analysis for a 10-year return period produced a peak discharge of 15.88 m³/s with a rainfall intensity of 37.23 mm/h. Several designs with 2 scenarios were developed by considering variations in infiltration well dimensions and land availability within the study area. The results show that achieving full runoff reduction requires 934 infiltration wells with a diameter of 0.8 m and a depth of 2.0 m,
Aditya Dwi, Wirianto, & Cundaningsih, Nurvita. (2025). Penerapan Adaptasi Perubahan Iklim melalui Sanitasi dan Konservasi Air dalam Pembangunan Berkelanjutan di RW 08 Kelurahan Gunung Anyar Tambak Kecamatan Gunung Anyar Kota Surabaya. Jurnal Serambi Engineering, 10(3).
Alsadilla, M., & Wardhani, R. (2024). Analisis sumur resapan perkotaan padat. Jurnal Teknik Sipil.
Badan Pusat Statistik Kecamatan Enggal. (2025). Kecamatan Enggal dalam Angka 2025.
Chay Asdak. 2010. Hidrologi dan Pengelolaan Daerah Aliran Sungai. Yogyakarta: Gadjah Mada University Press.
Hafiz, et al. (2024). Kajian sumur resapan Lombok. Spektrum Teknik Sipil, Unram.
Hidayat, R., Prasetyo, Y., & Kurniawan, A. (2020). Evaluasi kinerja sumur resapan sebagai upaya pengendalian banjir perkotaan. Jurnal Rekayasa Sipil, 14(1), 45–53.
Pratama, et al. (2018). Permukaan kedap air urban. Jurnal Hidrologi.
Putra, A. D., Nugroho, S., & Wibowo, M. (2019). Analisis efektivitas sumur resapan dalam mengurangi limpasan permukaan di kawasan perkotaan. Jurnal Teknik Sipil, 26(2), 123–130.
Putranto, Thomas., et al (2020). Studi Potensi Dan Penentuan Sumur Resapan Sebagai Upaya Pengendalian Banjir di Kota Pekalongan Berbasis Sistem Informasi Geografis. Laporam Akhir Penelitian Riset Unggulan Daerah. Pemerintah Kota Pekalongan.
Rahman, F., Siregar, V., & Putri, D. (2021). Penerapan konsep drainase berkelanjutan berbasis sumur resapan. Jurnal Sumber Daya Air, 17(2), 87–96.
Republik Indonesia. 2017. Peraturan Menteri Pekerjaan Umum dan Perumahan Rakyat Nomor 04/PRT/M/2017 tentang Penyelenggaraan Sistem Drainase Perkotaan. Jakarta: Kementerian Pekerjaan Umum dan Perumahan Rakyat.
Rifai, et al. (2015). Sumur resapan zero run-off. Jurnal Teknik.
Rokhmawati, A. et al. 2021. Model Faktor Geometrik Sumur Resapan. Universitas Brawijaya.
Sari, N., Widodo, B., & Lestari, E. (2022). Pengaruh karakteristik tanah terhadap efektivitas sumur resapan. Jurnal Teknik Lingkungan, 28(1), 1–10.
Seymour L. Chow, David R. Maidment and Larry W. Mays, 1988. Applied Hydrology. New York: McGraw-Hill.
Siswanto. (2019). Genangan pusat kota. Jurnal Teknik Sipil.
Standar Nasional Indonesia Nomor 03-2405-1991. 1991. Tata Cara Perencanaan Teknik Sumur Resapan Air Hujan Untuk Lahan Pekarangan. Yayasan LPMB. Bandung
Standar Nasional Indonesia Nomor 03-2453-1991. 1991. Tata Cara Perencanaan Teknik Sumur Resapan Air Hujan Untuk Lahan Pekarangan. Jakarta.
Suripin. (2004). Sistem Drainase Perkotaan yang Berkelanjutan. Yogyakarta: Andi.
Wahyuni, et al. (2021). Drainase konvensional vs SUDS. Jurnal Lingkungan.
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