Maradhina, Destia (2024) ANALISIS JARINGAN PERPIPAAN DISTRIBUSI AIR BERSIH MENGGUNAKAN EPANET 2.0 (Studi Kasus PDAM Cilegon Mandiri Sistem Grogol). S1 thesis, Fakultas Teknik Universitas Sultan Ageng Tirtayasa.

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Abstract

Clean water is water that is used for domestic and non-domestic purposes. The clean water distribution pipeline network functions to channel water from the production unit (reservoir) to customers. This study aims to determine the condition of the clean water pipeline network in the existing conditions and the projected year of 2026 by conducting an analysis using EPANET 2.0, knowing the need for clean water, and providing technical recommendations to PDAM Cilegon Mandiri for the Grogol System. The need for clean water for existing conditions for 1145 SL (5700 people) is 25,528 m3/month (9.5311 lt/s) and conditions for 2026 is 14.4665 lt/s. The results of the EPANET 2.0 analysis of the Grogol System clean water pipeline network are able to meet the demand for clean water for the existing conditions and the projected year. For piping conditions, it is necessary to change the diameter, for pipe 6 is reduced to 2 inches because the velocity value is less than 0.3 m/s and pipe 8 is enlarged to 5.5 inches because the head loss value is more than 10 m/km.

Item Type:	Thesis (S1)
Contributors:	Contribution Contributors NIP/NIM Thesis advisor SUBEKTI, SUBEKTI 197506122008011020 Thesis advisor PURNADITYA, NGAKAN PUTU 198909142019031008
Additional Information:	Air bersih merupakan air yang dipergunakan untuk keperluan domestik dan non domestik. Jaringan pipa distribusi air bersih berfungsi untuk 2 mengalirkan air dari unit produksi (reservoir) ke pelanggan. Penelitian ini bertujuan untuk mengetahui kondisi jaringan perpipaan air bersih pada kondisi eksisting dan tahun proyeksi 2026 dengan melakukan analisis menggunakan EPANET 2.0, mengetahui kebutuhan air bersih, serta memberikan rekomendasi teknis kepada PDAM Cilegon Mandiri untuk Sistem Grogol. Kebutuhan air bersih untuk kondisi eksisting untuk 1145 SL (5700 jiwa) adalah 25.528 m3 /bulan (9,5311 lt/s) dan kondisi tahun 2026 adalah 14,4665 lt/s. Hasil analisis EPANET 2.0 jaringan perpipaan air bersih Sistem Grogol mampu memenuhi kebutuhan air bersih untuk kondisi eksisting dan tahun proyeksi. Untuk kondisi perpipaan perlu dilakukan perubahan diameter yaitu pipa 6 diperkecil menjadi 2 Inch karena nilai kecepatan kurang dari 0,3 m/s dan pipa 8 diperbesar menjadi 5,5 Inch karena nilai headloss lebih dari 10 m/km.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) T Technology > TC Hydraulic engineering. Ocean engineering
Divisions:	03-Fakultas Teknik > 22201-Jurusan Teknik Sipil
Depositing User:	Mrs Destia Maradhina
Date Deposited:	07 May 2024 09:31
Last Modified:	07 May 2024 09:31
URI:	http://eprints.untirta.ac.id/id/eprint/35145

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