KHOTAMI, KARINA DIYA (2017) PERENCANAAN SISTEM JARINGAN PERPIPAAN PENYEDIA AIR BERSIH DI KECAMATAN GAMBIRAN KABUPATEN BANYUWANGI. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Kehidupan manusia tidak lepas dari kebutuhan air bersih, yang memenuhi syarat kualitas, kuantitas, dan kontinuitas. Sarana dan prasarana di suatu wilayah, seperti sarana dan prasarana air bersih merupakan komponen penting yang perlu diperhatikan dan diupayakan agar kegiatan pada wilayah tersebut dapat berjalan lancar sesuai dengan kebutuhan. Kecamatan Gambiran merupakan salah satu kecamatan di Kabupaten Banyuwangi yang saat ini masih belum terlayani oleh pelayanan penyedia air bersih. Kecamatan Gambiran memiliki sumber air yang dapat dimanfaatkan dengan kapasitas hingga 40 l/detik yang memungkinkan untuk memenuhi 38% kebutuhan masyarakat hingga tahun 2033.
Perencanaan sistem jaringan perpipaan air bersih yang dibantu dengan software EPANET 2.0 menggunakan sistem jaringan loop pemompaan langsung. Pipa yang digunakan yaitu pipa PVC dengan tingkat kekasaran 150 (koefisien kekasaran Hazen-Williams) Hasil perhitungan dan analisis kebutuhan air bersih harian maksimum Kecamatan Gambiran pada tahun 2033 (proyeksi 17 tahun) sebesar 40 litek/detik dan kebutuhan air pada jam puncak tahun 2033 sebesar 60 litek/detik.
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Human life cannot be separated from the need of clean water, which have terms of quality, quantity, and continuity. Facilities and infrastructure in a region, such as infrastructure of clean water is an important component that needs to be cared for and attempted so that activities on the region can be done well as we need. Gambiran is one of district in Banyuwangi which is currently still not served by service providers of clean water. District Gambiran has sources of water that can be used with a capacity of up to 40 liter/sec to meet the 38% community needs until the year 2033. Planning of clean water piping network system assisted by software EPANET 2.0 using loop network system with direct pumping. Using PVC pipe with a level of roughness 150 (Hazen-Williams roughness coefficient). The results of calculation and analysis of the needs of clean water daily maximum Gambiran District on year 2033 (projection of 17 years) by 40 liter/sec and water needs at peak hour on year 2033by 60 liter/sec.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Sistem Jaringan Perpipaan, Pelayanan Air Bersih, EPANET 2.0, Piping Network System, Clean Water Services, EPANET 2.0. |
| Subjects: | T Technology > TC Hydraulic engineering. Ocean engineering > TC812 Irrigation T Technology > TD Environmental technology. Sanitary engineering > TD646 Sewage--Purification |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | - KARINA DIYA KHOTAMI |
| Date Deposited: | 27 Feb 2017 04:53 |
| Last Modified: | 05 Mar 2019 02:00 |
| URI: | http://repository.its.ac.id/id/eprint/2281 |
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