SEPTYANTI, ANISYAH and MUHAMMAD, JABAR (2016) PERENCANAAN JARINGAN PIPA DISTRIBUSI AIR BERSIH KELURAHAN BUKIT SANGKAL KECAMATAN KALIDONI PALEMBANG. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.
|
Text
1. Cover.pdf Download (295kB) | Preview |
|
|
Text (BAB I Pendahuluan)
2. Bab I.pdf Download (109kB) | Preview |
|
|
Text (BAB II Tinjauan Pustaka)
3. Bab II.pdf Download (372kB) | Preview |
|
![[img]](http://eprints.polsri.ac.id/style/images/fileicons/text.png) |
Text (BAB III Perhitungan Konstruksi)
4. Bab III.pdf Restricted to Repository staff only Download (1MB) |
|
|
Text (BAB IV Manajemen Konstruksi)
5. Bab IV.pdf Restricted to Repository staff only Download (792kB) |
|
|
Text
6. Bab V.pdf Download (80kB) | Preview |
|
|
Text
7. Daftar Pustaka.pdf Download (76kB) | Preview |
|
|
Text
8. Lampiran.pdf Download (16MB) | Preview |
Abstract
Kelurahan Bukit Sangkal has ±392 Ha area, with population growth and infrastructure is increasing every years. Because this increase, the clean water needed will also continue to increase. The purpose from the writer is wanted to know how much discharge water must flowed in that region, so that the clean water needs can be met equally. Clean water distribution pipelines are designed using calculation Manning-Gauckler-Strickler. To calculate the population projections next 20 years, used Requesi Exponential Method. From the results of these calculations obtained the required amount of water at Kelurahan Bukit Sangkal, then performed calculations on each element discharge pipelines by using Hardy Cross. From these calculations obtained Q the plan age total namely 141,2509 liters/second to 2015-2035. In the designing of clean water distribution pipeline, the type of pipe is planned that type of PVC pipe with a diameter of 110 mm, 160 mm, 200 mm and 315 mm. Other than that, for water distribution throughout the region met to plan the required reservoir volume of 3030.678 m³ with budget-estimate plan as big as Rp. 2,130,000,000.00 with 127 day work time.
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | Air Bersih, Debit Air, Requesi Eksponensial, Hardy Cross |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 12 Apr 2017 02:30 |
| Last Modified: | 12 Apr 2017 02:30 |
| URI: | http://eprints.polsri.ac.id/id/eprint/3388 |
Actions (login required)
 |
View Item |
