Al Khawarizmi, Muhammad Rafa (2024) Perencanaan Jaringan Pipa Transmisi Dan Distribusi Air Bersih Dengan Pemanfaatan Mata Air Penida Di Pulau Nusa Penida Kabupaten Klungkung, Bali. Diploma thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Kasus kekeringan dan kurang layaknya kualitas air di Pulau Nusa Penida mengakibatkan sulitnya air bersih. Sumber Mata Air Penida memeliki potensi sumber sebesar 181,70 liter per detik yang dapat dimanfaatkan dalam perencanaan penyediaan jaringan transmisi dan distribusi untuk Pulau Nusa Penida. Tujuan dari tugas akhir ini adalah untuk mengetahui perkiraan jumlah penduduk dan wisatawan, mengetahui kebutuhan air untuk desa di Pulau Nusa Penida pada tahun 2032, menentukan dimensi jaringan pipa transmisi dan distribusi, dimensi reservoir dan Rencana Anggaran Biaya (RAB). Data yang dibutuhkan seperti peta kontur untuk merancang skema jaringan pipa yang akan dibuat, data jumlah penduduk untuk memproyeksikan jumlah penduduk pada 10 tahun yang akan mendatang, dan data debit sumber air untuk menghitung kecukupan sumber. Hasil kajian menunjukkan jumlah penduduk dari Desa Sakti, Toyapakeh, Ped, Batununggul, dan suana adalah sebanyak 40346 jiwa, kebutuhan air total adalah 80,13 liter per detik, pipa transmisi dan distribusi menggunakan pipa GIP (Galvanized Iron Pipe), pipa transmisi sepanjang 4106 meter dengan diameter 400 milimeter, pipa distribusi sepanjang 289 meter dengan diameter 350 milimeter, diameter 300 milimeter sepanjang 5240 meter, diameter 220 milimeter sepanjang 4533, diameter 120 sepanjang 7586 meter. Reservoir dengan dimensi 15x15x6 meter direncanakan menggunakan material beton bertulang dengan tebal plat dasar 300 milimeter serta penulangannya D14-100, tebal plat dinding beton 300 milimeter serta penulangannya 2D16-110, tebal plat penutup 200 milimeter dengan penulangannya D8-150. Balok dimensi 300x400 milimeter dengan penulangan pokok 8D22 dan tulangan Sengkang D22-150. Kolom dimensi 400x400 milimeter dengan penulangan pokok 8D22 dan tulangan sengkang D16-150. Rencana Anggaran Biaya (RAB) keseluruhan adalah Rp 37,650,388,000.-
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The drought and poor water quality on Nusa Penida Island have resulted in the difficulty of finding clean water. Penida Spring has a potential source of 181.70 liters per second, which can be utilized in planning the provision of transmission and distribution networks for Nusa Penida Island. The purpose of this final project is to determine the estimated number of residents and tourists, to determine the water needs for villages on Nusa Penida Island in 2032, to determine the dimensions of the transmission and distribution pipe network, reservoir dimensions, and the Budget Plan. The data needed, such as contour maps to design the pipe network scheme to be made, population data to project the population in the next 10 years, and water source discharge data to calculate the adequacy of the source, The results of the study show that the population of Sakti Village, Toyapakeh, Ped, Batununggul, and Suana is 40346 people, the total water requirement is 80.13 liters per second, and the transmission and distribution pipes use GIP (Galvanized Iron Pipe) pipes. The transmission pipe is 4106 meters long with a diameter of 400 millimeters, the distribution pipe is 289 meters long with a diameter of 350 millimeters, a diameter of 300 millimeters is 5240 meters long, a diameter of 220 millimeters is 4533 meters long, and a diameter of 120 is 7586 meters long. The reservoir with dimensions of 15x15x6 meters is planned to use reinforced concrete material with a base plate thickness of 300 millimeters and reinforcement D14-100, a concrete wall plate thickness of 300 millimeters and reinforcement 2D16-110, and a cover plate thickness of 200 millimeters with reinforcement D8-150. Beam dimensions are 300x400 millimeters, with 8D22 main reinforcement and D22-150 stirrup reinforcement. Column dimensions are 400x400 millimeters, with 8D22 main reinforcement and D16-150 stirrup reinforcement. The overall cost budget plan is Rp 37,650,388,000.-
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Jaringan Pipa, Air Bersih, Perencanaan, Kebutuhan Air, and Reservoir, Pipe Networks, Clean Water, Planning, Reservoir |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA660.P55 Underground pipeline design, construction and management T Technology > TD Environmental technology. Sanitary engineering > TD395 Reservoirs (water supply) T Technology > TD Environmental technology. Sanitary engineering > TD481 Water distribution systems |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D4) |
| Depositing User: | Muhammad Rafa Al Khawarizmi |
| Date Deposited: | 29 Aug 2024 02:00 |
| Last Modified: | 29 Aug 2024 02:00 |
| URI: | http://repository.its.ac.id/id/eprint/113097 |
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