ANDRIAN SAPUTRA, YOGI (2023) ANALISIS JARINGAN PERPIPAAN DISTRIBUSI AIR BERSIH MENGGUNAKAN EPANET 2.0 (Studi Kasus PDAM Tirta Albantani, Kecamatan Anyer). S1 thesis, UNIVERSITAS SULTAN AGENG TIRTAYASA.
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Abstract
This study aims to determine the existing condition of the clean water distribution pipeline network in Anyer District and to find out the amount of clean water needed by PDAM Tirta Albantani for customers in Anyer District in the next 5 years. Data collection was carried out by conducting questions and answers to PDAM Tirta Albantani officers, Anyer District and field investigations on the Tirta Albantani PDAM network, Anyer District. The data analysis method used is Base Demands Calculation to determine the amount of water demand and the analysis tool used is the EPANET 2.0 program. The population projection for the next 5 years is carried out to be used as the basis for calculating the customer's clean water needs for the next 5 years. The results of the study show that the total need for clean water in the existing conditions in 2020 with the number of customers of 491 SL or 2,455 people is 2.89 liters/second. The results of the analysis at the peak hour at 06.00 obtained the highest pressure of 106.56 meters. The results of the analysis of the pipeline network links show the highest flow rate of 1.26 liters/second. The highest headloss unit from the distribution network system analysis using EPANET 2.0 is 0.65 m/km. The projected population of Anyer District in 2025 is 78.090 people. Based on the results of population projections with a service level of 4%, the number of customers is 3,123 people or 625 SL. The total need for domestic and non-domestic clean water treatment in Anyer District until 2025 is 3.6 liters/second, due to water loss due to leakage, the total demand for domestic, non-domestic water and water loss is 4.42 liters/second.
| Item Type: | Thesis (S1) | |||||||||
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| Additional Information: | Penelitian ini bertujuan untuk mengetahui kondisi eksisting jaringan perpipaan distribusi air bersih pada Kecamatan Anyer dan mengetahui besar kebutuhan air bersih PDAM Tirta Albantani untuk pelanggan di Kecamatan Anyer pada 5 tahun mendatang. Pengumpulan data dilakukan dengan melakukan tanya jawab kepada petugas PDAM Tirta Albantani Kecamatan Anyer dan penelusuran di lapangan pada jaringan PDAM Tirta Albantani Kecamatan Anyer. Metode Analisis data yang digunakan adalah Perhitungan Base Demands untuk mengetahui besar kebutuhan air dan alat analisis yang digunakan adalah program EPANET 2.0. Proyeksi penduduk 5 tahun mendatang dilakukan untuk dijadikan dasar perhitungan kebutuhan air bersih pelanggan 5 tahun mendatang. Hasil penelitian menunjukkan total kebutuhan air bersih pada kondisi eksisting tahun 2020 dengan jumlah pelanggan 491 SL atau 2.455 jiwa adalah sebanyak 2,89 liter/detik. Hasil analisis pada jam puncak pukul 06.00 di dapatkan tekanan (pressure) tertinggi sebersar 106,56 meter. Hasil analisis links jaringan pipa menunjukkan debit aliran air (flow) tertinggi sebesar 1,26 liter/detik. Unit headloss tertinggi hasil analisis sistem jaringan distribusi menggunakan EPANET 2.0 sebesar 0,65 m/km. Proyeksi Jumlah Penduduk Kecamatan Anyer di tahun 2025 adalah 78,090 Jiwa. Berdasarkan hasil proyeksi penduduk dengan tingkat pelayanan 4% didapatkan jumlah pelanggan sebanyak 3.123 Jiwa atau 625 SL. Kebutuhan total untuk pengolahan air bersih domestik dan non domestik Kecamatan Anyer hingga tahun 2025 adalah 3,68 liter/detik, karena adanya kehilangan air akibat kebocoran maka jumlah kebutuhan air domestik, non domestik serta kehilangan air adalah 4,42 liter/detik. | |||||||||
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TC Hydraulic engineering. Ocean engineering |
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| Divisions: | 03-Fakultas Teknik 03-Fakultas Teknik > 22201-Jurusan Teknik Sipil |
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| Depositing User: | Mr Yogi Andrian Saputra | |||||||||
| Date Deposited: | 10 Jul 2023 16:09 | |||||||||
| Last Modified: | 13 Jul 2023 10:41 | |||||||||
| URI: | http://eprints.untirta.ac.id/id/eprint/26245 |
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