Audah Huwaida Rohaeni, - (2023) ANALISIS KEHILANGAN AIR TERHADAP DISTRIBUSI AIR PERUMDA TIRTAWENING WILAYAH BANDUNG TIMUR. S1 thesis, Universitas Pendidikan Indonesia.
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Abstract
Air merupakan salah satu sumber daya alam yang sangat penting dan kebutuhan akan air akan meningkat sejalan dengan peningkatan jumlah penduduk. Perumda Tirtawening yang menjadi penyedia jasa air di Kota Bandung, memiliki permasalahan, yakni kehilangan air selama proses distribusi air. Dilakukannya analisis kebutuhan dan kehilangan air dalam jangka waktu pendek, menengah dan panjang untuk mengetahui besarnya kebutuhan dan kehilangan air selama proses pendistribusian, dan dilakukan simulasi jaringan pipa menggunakan software Epanet 2.2. Kebutuhan air berdasarkan jumlah penduduk untuk jangka pendek 3308.69 liter/detik jangka menengah 3636.98 liter/detik jangka panjang 4433.43 liter/detik. Kebutuhan air berdasarkan proyeksi pelanggan sebesar 1249.31liter/detik, jangka pendek, jangka menengah 1452.78 liter/detik, dan jangka panjang 2216.53 liter/detik. Proyeksi kehilangan air berdasarkan jumlah penduduk berada di angka 992.61 liter/detik untuk jangka pendek, 1091.09 liter/detik untuk jangka menengah, dan 1330.03 untuk jangka panjang. Kehilangan air berdasarkan eksisting jangka pendek sebesar 290.6 (23.26%) liter/detik untuk jangka menengah 369.49 (25.43%) liter/detik dan jangka panjang 759.5 (34.27%) liter/detik. Kehilangan air memenuhi syarat pada jangka pendek dan menengah (20-30%). Tekanan pipa dan kecepatan hasil simulasi di tahun 2022 sepenuhnya memenuhi syarat tekanan maksimum dan minimum serta sebanyak 50% tidak memenuhi keepatan minimum dan sebanyak 100% memenuhi kecepatan maksimum. Water is one of the most important natural resources and the need for water will increase in line with the increase in population. Perumda Tirtawening, which is a water service provider in the city of Bandung, has a problem, namely water loss during the water distribution process. An analysis of water demand and loss was carried out in the short, medium and long term to determine the amount of water demand and loss during the distribution process, and a pipeline network simulation was carried out using Epanet 2.2 software. Water demand based on population for the short term is 3308.69 liters/second, medium term is 3636.98 liters/second, long term is 4433.43 liters/second. Water demand based on customer projections is 1249.31 liters/second, short term, medium term is 1452.78 liters/second, and long term is 2216.53 liters/second. The projected water loss based on population is 992.61 liters/second for the short term, 1091.09 liters/second for the medium term, and 1330.03 for the long term. Loss of water based on the existing short term is 290.6 (23.26%) liters/second for the medium term 369.49 (25.43%) liters/second and long term 759.5 (34.27%) liters/second. Water loss qualifies in the short and medium term (20-30%). The pipe pressure and speed of the simulation results in 2022 fully meet the maximum and minimum pressure requirements and as much as 50% do not meet the minimum speed and as much as 100% meet the maximum speed.
| Item Type: | Thesis (S1) |
|---|---|
| Additional Information: | ID SINTA Dosen Pembimbing: Odih Supratman: 5995373 |
| Uncontrolled Keywords: | Proyeksi, Kebutuhan Air, Kehilangan Air, Tekanan Projection, Water Demand, Water Loss, Pressure |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Pendidikan Teknologi dan Kejuruan > Jurusan Pendidikan Teknik Sipil > Program Studi Teknik Sipil |
| Depositing User: | Audah Huwaida Rohaeni |
| Date Deposited: | 10 Oct 2023 03:07 |
| Last Modified: | 10 Oct 2023 03:07 |
| URI: | http://repository.upi.edu/id/eprint/109822 |
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