Syafitri, Syalma Rusdiana and -, Gurawan Jati Wibowo, S.T., M.Eng (2025) Perencanaan Jaringan Distribusi Air Bersih Di Desa Petungsinarang. Skripsi thesis, Universitas Muhammadiyah Surakarta.
![[img]](https://eprints.ums.ac.id/style/images/fileicons/application_pdf.png) |
PDF (Surat Pernyataan Publikasi)
UNGGAH Syalma R.pdf Restricted to Repository staff only Download (296kB) | Request a copy |
|
PDF (Naskah Publikasi.)
1Syalma Rusdiana Syafitri_D100200243.pdf Download (862kB) |
Abstract
Petungsinarang Village is the villages still have a clean water crisis. The lack of water sources and inadequate facilities are among the reasons for the clean water crisis. In this study, hydrological analysis methods, structural analysis, pipe analysis, pump analysis and creating a planning drawing of clean water distribution support buildings were used. From the results of the hydrological analysis, the Nginuman spring can meet community needs until 2034 with a maximum spring flow rate of 10,118 l/second The population's water needs are 789.89 l/day, and 2 main reservoir units with a volume of 121m3 are used.. From the structural analysis, 4D22 and 6D25 reinforcements were used for the main reservoir. From the pipe analysis, 1 1/2 inch distribution pipes were used. And from the pump analysis, 3 units of Shimge SHFm5AM centrifugal pumps were used.
| Item Type: | Thesis (Skripsi) |
|---|---|
| Uncontrolled Keywords: | Clean Water, Water Needs, Pipe, Resevoir |
| Subjects: | T Technology > T Technology (General) T Technology > TA Civil Engineering |
| Divisions: | Fakultas Teknik > S1 Teknik Sipil |
| Depositing User: | SYALMA RUSDIANA SYAFITRI |
| Date Deposited: | 04 Sep 2025 03:48 |
| Last Modified: | 04 Sep 2025 03:48 |
| URI: | http://eprints.ums.ac.id/id/eprint/138820 |
Actions (login required)
 |
View Item |
