Aripin, A and Murtiadi, Suryawan and Anshari, Buan (2019) Study Operational Of Pelaparado Dam in Pelaparado Cacthment Area of Sumbawa River Basin (Ws). Journal of Engineering Research and Application, 9 (8). pp. 12-18. ISSN 2248-9622
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Abstract
Pelaparado Watershed is one of the watersheds in the Sumbawa River Basin. Pelaparado watershed is one of the watersheds that has fluctuating water availability between the dry season and the rainy season, so a reservoir needs to be built in terms of managing the water. Overall the area of irrigation in the Pelaparado River Basin is 2,893 ha and supplies to the Keli watershed with an irrigation area of 995 ha. The benefits of pelaparado dam are as irrigation, the supply of raw water and as electricity. The Pelaparado Dam has the following technical data: 1) Total catchment area of 85 km2, 2) Area of inundation 104 ha, 3) Maximum storage of 18 million m3, 4) Effective storage of 15 million m3, and 5) Intake capacity of 3.5 m3/s. The results of this study are: a) The capacity of the Pelaparado Dam at Normal Water Level (TMA) is 15 million with a dead storage capacity of 3 million m3, b) The maximum elevation of the dam occurs in Dasarian January III of 2014 with a height of 150.55 masl and minimum elevation occurred in Dasarian January III in 2016 with a height of 132.04 masl, and 3) Vulnerable provision of maximum water occurred in 2015. This is in line with BMKG information that el nino was strong that year. As evidenced by the minimum rainfall data that occurs in vulnerable in 2015
| Item Type: | Article |
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| Keywords (Kata Kunci): | Dam, Pelaparado, Sumbawa |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Teknik |
| Depositing User: | Dr. Suryawan Murtiadi |
| Date Deposited: | 12 Mar 2023 04:43 |
| Last Modified: | 12 Mar 2023 04:43 |
| URI: | http://eprints.unram.ac.id/id/eprint/35722 |
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