ANALISA KAPASITAS DEBIT ALIRAN PADA SISTEM JARINGAN PERPIPAAN AIR BERSIH DI KELURAHAN ULAK LEBAR KABUPATEN LAHAT TUGAS
| Main Author: | Muhammad Enggo Pradana, NIM 112013223 |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
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| Subjects: | |
| Online Access: |
http://repository.um-palembang.ac.id/id/eprint/5359/1/11%202013%20223_BAB%20I_DAFTAR%20PUSTAKA.pdf http://repository.um-palembang.ac.id/id/eprint/5359/2/11%202013%20223_BAB%20II_SAMPAI%20BAB%20TERAKHIR.pdf http://repository.um-palembang.ac.id/id/eprint/5359/ |
Daftar Isi:
- The clean water piping network system in the Griya Revari Residential Village of Ulak Lebar, Lahat Regency is flowed by the Lahat Regency PDAM. The source of clean water comes from the Lematang river. The use of pipelines in the field of civil engineering is found in the network system with the distribution of clean water. This network system is the most expensive part of a distribution of clean water. Therefore, careful planning must be made to obtain an efficient distribution system. The amount or discharge of water provided depends on the number of residents / users and the type / type of industry served. Pipelines for water distribution, are complex and complex problems of mathematical analysis. Pipe network analysis is to determine the distribution of fluid flow and fall in the pipe at a certain point, so that the output point of the water discharge is reached according to demand. One method that can be used to analyze pipelines is the Hardy-Cross method. In the process of completing the Hardy-Cross method it is an iterative process, so that accurate accuracy is required in forming mathematical equations both in each loop and branching. Then the iteration calculation process will be modeled using the excel program.