Main Article Content
Abstract
The increasing of development for supporting facilities in public life triggers transformation of land use and decreasing of open space for infiltration area. This causes surface flow (run-off) and some rainwater infiltrating into land. Therefore, it is necessary made a patch like the infiltration well which is used to patch and then infiltrate rainwater into soil slowly. The purpose of this research was to determine amount and construction of infiltration well. This research was executed in housing RT. II, III, and IV Lingkar Timur at Bengkulu City that has
number of house 153. This study used survey methods such as measuring,
questionnaire/interviewing, and percolation test to obtain the required data. Based on the data and analysis of calculation according to SK SNI 03-2453-2002, was determined that for individual infiltration well, the form of infiltration well was circle with a diameter of 1 m and a depth of 3 m, while for communal infiltration well was circle with a diameter of 1.4 m and a depth of 3 m (by 92 pieces). The others alternative form for individual infiltration well was square with a width of 1.2 m and a depth of 1.5 m, while for communal infiltration well was square with a width of 1.4 m and a depth of 3 m (by 72 pieces). Construction of infiltration well according to Technical Instruction Applying Drainage Method with Environmental Concept In Residence Area (2002) was brick wall or red brick pair without plastered and among it given hole.
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References
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References
Anwar, Z. 2005. Evaluasi Kebijakan Sumur Resapan Air Hujan Untuk Konservasi Air Tanah Dangkal Di Kabupaten Sleman. Universitas Diponegoro, Semarang.
Arafat, Y. 2008. Reduksi Beban Aliran Drainase Permukaan Menggunakan
Sumur Resapan. Jurnal SMARTek, Vol. 6, No. 3, Agustus, 144 – 153.
Departemen Permukiman dan Prasarana Wilayah. 2002. Petunjuk Teknis Tata Cara Penerapan Drainase Berwawasan Lingkungan di Kawasan
Permukiman.
SNI No. 03-2453-2002. 2002. Tata Cara Perencanaan Sumur Resapan Air Hujan Untuk Lahan Pekarangan, Badan Standardisasi Nasional, Jakarta.
Fakhrudin, M. 2010. Kajian Sumur Resapan Sebagai Pengendali Banjir dan Kekeringan Di Jabodetabek. Jurnal LIMNOTEK 17 (1), April, 8 – 16.
http://great165.wordpress.com, 2 November 2012, 12:51 wib.
Kusnaedi. 2011. Sumur Resapan Untuk Pemukiman Perkotaan dan Pedesaan, Penebar Swadaya. Jakarta.
Muttaqin, A.Y. 2006. Kinerja Sistem Drainase yang Berkelanjutan Berbasis Partisipasi Masyarakat. Universitas Diponegoro, Semarang.
Nurroh, S. Ghufrona, R.R., dan Dairiana, A. 2009. Pengaruh Sumur Resapan Terhadap Sistem Hidrologi dan Aplikasinya terhadap Pemukiman Di Jakarta Barat.
Riastika, M. 2011. Pengelolaan Air Tanah Berbasis Konservasi Di Recharge Area Boyolali. Universitas Diponegoro, Semarang.
Siswanto, J. 2001. Sistem Drainase Resapan Untuk Meningkatkan Pengisian (Recharge) Air Tanah. Jurnal Natur Indonesia III (2): 129 – 137.
Situmorang, T. 2012. Analisis Pemukiman terhadap Banjir yang Berwawasan Lingkungan. Universitas Bengkulu, Bengkulu.
Suripin. 2004. Sistem Drainase Perkotaan yang Berkelanjutan. Andi, Yogyakarta.