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All Journal Jurnal Desiminasi Teknologi Jurnal Deformasi BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Jurnal Tekno Global Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Jurnal Teknik Sipil LATERAL Ngabdimas
Marlina, Ayu
Program Studi Teknik Sipil Fakultas Teknik Universitas Tridinanti Palembang
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Engineering Environmental Science Transportation

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Kebutuhan Air dan Jaringan Air Bersih Desa Napal Kabupaten Musi Banyuasin Ayu Marlina; Reni Andayani
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 8 No 1 (2020): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v8i1.1950

Abstract

The provision of clean water is one of main priority for human life and health. it is not only prioritized in the cities but also in the rural areas. Clean water supply system is carried out by piping and non-piping systems. Whereas the piping system is managed by Perusahaan Daerah Air Minum (PDAM), the non-piping system is managed by the community both individually and in groups. The clean water network in Desa Napal, Musi Banyuasin still uses a non-piping system and does not have a clean water network yet from the PDAM. The purpose of this study is to determine the clean water needs of Desa Napal both domestic and non-domestic and rural network planning of water supply through the Waternet program. The research methodology began with literature study, gathering information from survey, primary data collection in the form of non-domestic building data and pipe depth points, secondary data collection in the form of location maps, population and domestic buildings. Furthermore, the calculation of water needs and planning of the clean water network of Napal Village was done using the Waternet program. Results found that the total water needs of Napal village was 2.228 liters/second or can used water flow of 6 liters/second as planning. The clean water network in Napal village was planned to use pipe diameter of 50, 80, and 150. The pipeline network (Pressure/atm) in the Waternet program was ≤ 2, which showed that the network runs well.
Co-Authors Anggi Nidya Sari Anwar, Widya Fransiska F Harfa Sakri Lily Endah Diansari Lubis, Lega Reskita M. Baitullah Al Amin, M. Baitullah Musaddad Permatasari, Rosmalinda Priadi Priadi Rachmat Hakiki Reni Andayani Reni Andayani Reni Andayani Reni Andayani Septarianti Arini Toyfur, Mona Foralisa Umari, Zuul Fitriana Zuul Fitriana Umari