Design of Clean Water Pipes in Bangga Village, South Dolo District, Sigi Regency
Wahiduddin Basry1, Dewi Ayu Setiawati2, Andi Rizal3, Rajindra4, Ahmad Yani5
1Wahiduddin Basry*, Faculty of Engineering University Muhammadiyah Palu, Indonesia.
2Dewi Ayu Setiawati, Faculty of Engineering University Muhammadiyah Palu, Indonesia.
3Andi Rizal, Faculty of Engineering University Muhammadiyah Palu, Indonesia.
4Rajindra, Faculty of Engineering University Muhammadiyah Palu, Indonesia.
5Ahmad Yani, Faculty of Engineering University Muhammadiyah Palu, Indonesia.
Manuscript received on November 24, 2019. | Revised Manuscript received on December 08, 2019. | Manuscript published on December 30, 2019. | PP: 5287-5290 | Volume-9 Issue-2, December, 2019. | Retrieval Number: B2868129219/2019©BEIESP | DOI: 10.35940/ijeat.B2868.129219
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: This study is to provide an overview of the design of clean water pipelines in Bangga Village, South Dolo District, Sigi Regency. The limitation in this design is to analyze the availability of water/discharge mainstay of the Bangga River using the F.J Mock method and calculate the need for clean water in Bangga Village according to the estimated population for the next 27 years. The design method is carried out using meteorological data collection methods, data on population density, topographic data, and rainfall data, then calculates the need for clean water and is compared with the reliable discharge. The result is obtained a minimum mainstay of the Bangga River discharge (Qand 0.282 m3 sec) to meet the needs of clean water in the service area until 2040 required a water debit of (6,295 ltr sec). From the water requirements, 2 (two) design methods were designed which included 1 (one) clean water pipeline design and 2 (two) clean water pipeline design. From the design results obtained a maximum pressure of 4.2662 kg cm2 which occurs at the node pipe connection P.15 this does not exceed the maximum allowable limit of 10 kg cm2, while the maximum speed obtained at 1.1688 m sec which occur at vertices P, 6 and P. 12 this does not exceed the maximum limit of 3 m sec. For the number of pipe requirements needed in this design are 1747 sticks, where for Ø 8 “17 sticks, Ø 6” 259 sticks, Ø 4 “108 sticks, Ø 3” 760 sticks, Ø 1 “565 sticks, Ø ½ “38 sticks.
Keywords: Pipe design, Maximum pressure.