Reservoir Perencanaan Struktur Reservoir Air Bersih Desa Pecangaan Kulon, Kecamatan Pecangaan, Kabupaten Jepara:

Herry Puguh Prasetya; Khotibul Umam; Decky Rochmanto

doi:10.34001/ces.01012021.1

Herry Puguh Prasetya Teknik Sipil Universitas Islam Nahdlatul Ulama Jepara
Khotibul Umam Universitas Islam Nahdlatul Ulama Jepara
Decky Rochmanto Teknik Sipil Universitas Islam Nahdlatul Ulama Jepara

DOI: https://doi.org/10.34001/ces.01012021.1

Keywords: Reservoir, Clean Water

Abstract

The existence of clean water in a village is very important, considering the activities of rural life which are now starting to be dynamic. This planning is based on SNI 7509:2011 concerning Procedures for Technical Planning for Distribution Networks and Service Units for the Clean Water Supply System and the Regulation of the Minister of Public Works Number 18/PRT/M/2007 concerning Implementation of Drinking Water Supply System Development. The reservoir is planned to use reinforced concrete material with a base plate thickness of 250 mm and reinforcement D13-150, a concrete wall thickness of 150 mm and reinforcement D13-100, and a cover plate with a thickness of 100 mm with reinforcement 10 - 150. Beam dimensions are 20 x 30 cm with reinforcement 5D13 support and stirrup reinforcement 8-150 and field reinforcement 4D13 and stirrup reinforcement 8-200. Column dimensions are 25 x 25 cm with 6D13 main reinforcement and 8-150 stirrup reinforcement.

References

[1] Anrianisa, Sudiran, “Efektifitas Instalasi Pengolahan Air (Ipa) Unit 2 Tirta Kencana Pdam Kota Samarinda Terhadap Kualitas Air Minum Tahun 2015,” Samarinda, 2015.
[2] Arianto, “Perencanaan Pompa Sentrifugal untuk Penyediaan Air Bersih pada Mesjid Al-Ahya Palembang,” Palembang, 2015.
[3] Badan Standarisasi Nasional, “SNI 7509-2011 Tata Cara Perencanaan Teknik Jaringan Distribusi Dan Unit Pelayanan Sistem Penyediaan Air Minum,” Jakarta, 2011.
[4] Badan Standarisasi Nasional, “SNI 2847:2013 Persyaratan Beton Struktural Untuk Bangunan Gedung,” Jakarta, 2013.
[4] Darmasetiawan, “Teori dan Perencanaan Instalasi Pengolahan Air. Ekamitra Engineering,” Jakarta, 2004.
[5] Dirjen Cipta Karya PU, “Buku Panduan Pengembangan Air Minum,” Jakarta Selatan, 1996.
[6] Joko Tri, “Unit Air Baku Dalam Sistem Penyediaan Air Minum,” Yogyakarta, 2010.
[7] Joko, Tri, “Unit Produksi Dalam Sistem Penyediaan Air Minum,” Yogyakarta, 2010.
[8] Maryanto, Harry, “Perencanaan Teknis Pembangunan Distribusi Air Bersih Di Daerah Perangkat Selatan Kec. Marangkayu Kab.Kutai Kartanegara,” Samarinda, 2013.
[9] Menteri Kesehatan, “Peraturan Menteri Kesehatan Republik Indonesia Nomor 492/MENKES/PER/VI/2010 Tentang Kualitas Air Minum,” Jakarta.
[10] Ramli, Abdul Rahman, “Analisis Kapasitas Reservoir Dan Saluran Transmisi Di Kecamatan Marusu,” Makassar, 2017.
[11] Rochmanto, D., Safaah, A., Qomaruddin, M., & Hidayati, N. (2020). Studi Komparasi Perkerasan Kaku Dan Perkerasan Lentur Jalan Kembang – Tubanan Kabupaten Jepara. Jurnal Ilmiah Teknosains, 5(2), 63–69. https://doi.org/10.26877/jitek.v5i2.3565
[12] Saputro, Y. A., Umam, K., & Fauziah, S. (2020). Analisis Sandcone Test (AASHTO T 191 dan ASTM D 1556 64) Pada Peningkatan Jalan Jepara – Kedungmalang – Pecangaan. Reviews in Civil Engineering, 4(2), 41–46. https://doi.org/10.31002/rice.v4i2.2921
[13] Wardoyo, Tri, “Analisis Potensi Sumber-Sumber Air Untuk Mencukupi Kebutuhan Air di Kabupaten Sragen Pada Tahun 2025,” Surakarta, 2009.
[14] Zalzilah, Ulfiani, “Perencanaan Reservoar Air Bersih Pada Zona 4 PDAM Tirta Daroy Banda Aceh,” Banda Aceh, 2018.