dc.contributor.author | Solikin, Mochamad | |
dc.contributor.author | Hidayattulloh, Abdul Rochim | |
dc.date.accessioned | 2016-10-21T09:36:19Z | |
dc.date.available | 2016-10-21T09:36:19Z | |
dc.date.issued | 2016-08-27 | |
dc.identifier.citation | Anonim. 1991. Tata Cara Perencanaan Sumur Resapan Air Hujan untuk Lahan Pekarangan SNI No. 06-2405-1991. Jakarta: Balitbang Kimpraswil Anonim. 2002. Tata Cara PerencanaanSumur Resapan Air Hujan untuk LahanPekarangan SNI No. 03-2453- 2002.Jakarta: Balitbang Kimpraswil Asdak, C. (1995). Hidrologi dan pengelolahan Daerah Aliran Sungai, Gajah Mada University Press. Halim Hasmar, A. Drainasi Terapan. Yogyakarta: UII Press Setiawan, Iwan Fahlevi. BagaimanaMenentukan Daerah Tangkapan Air Tanah (Recharge Area) Di Suatu Kawasan?.Publikasi Ilmiah.2014 Sunjoto, S. 1988. Optimasi Sumur ResapanAir Hujan Sebagai Salah Satu UsahaPencegahan Instrusi Air Laut.Yogyakarta : Fakultas TeknikUniversitas Gadjah Mada Sunjoto, S. 2011. Teknik Drainase Pro-Air. Yogyakarta : Fakultas TeknikUniversitas Gadjah Mada Suripin. 2003. Sistem Drainase PerkotaanYang Berkelanjutan. Yogyakarta :Penerbit Andi | in_ID |
dc.identifier.issn | 2407-9189 | |
dc.identifier.uri | http://hdl.handle.net/11617/7751 | |
dc.description.abstract | Clean water supply is an essential need for every household. However, the suply is getting rare as the
exploitation of underground water increases following the increase of population. The situation is
possibly getting worse as there is no recharging system for underground water. This paper exposed
the problem of limited supply of underground water at Desa Wirorejan, Kebakkramat, Karanganyar
and the proposed solution. Based on observation, some of underground well was dried up in dry
season, but reached the maximum level of 2.5 min rainy season. Therefore, an infiltration well was
designed as the solution for the problem. The design considered both the environment data of rainfall
(193,82 mm/hour) and the soil permeability (5 cm/hour). The infiltration well is designed to merely
collect the rainfall from the roof, which is determined by using aerial photo from google map. The
depth of the well is 3.44 m for the well diameter of 0.8 m. As the maximum water tabel is 2,5 m, two
parallelsof infiltration well with the depth of 2 m each are used. In addition, sedimentation box is used
to maintain the volume of the well. | in_ID |
dc.language.iso | id | in_ID |
dc.publisher | STIKES Muhammadiyah Pekajangan | in_ID |
dc.subject | rainfall | in_ID |
dc.subject | infiltration well | in_ID |
dc.subject | soil permeability | in_ID |
dc.subject | sedimentation box | in_ID |
dc.title | Perancangan Sumur Resapan Untuk Mengatasi Masalah Kekeringan ( Studi Kasus di Desa Wirorejan, Kebakkramat, Karanganyar ) | in_ID |
dc.type | Article | in_ID |