Rizal, Nanang Saiful (2022) (Similarity) Study of Sediment Capture Dimensions in Sand Trap at Kertosari Weir, Jember Regency. IOSR Journal Of Mechanical and Civil Engineering, Internasional.
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Dokumen Study Of Sedimen F1904035764.pdf Download (811kB) |
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Abstract
Kertosari dam was built to irrigate an irrigation area of 2,056 Ha with a length of 14,659 Km of Kertosari irrigation canal. As a result of the non-optimal function of the sand trap to capture sediment, sedimentation occurs in the irrigation canal so that the carrying capacity of irrigation water discharge is reduced, eventually decreasing agricultural production in the long term which will hamper the self-sufficiency program launched by the government. Based on the results of the calculation of the amount of sediment transport that occurs the Kertosari Dam is 8,312 tons/day or 3,160 m3/day. Furthermore, the results of the sand trap planning ( V ) = 284.43 m3 280 m3. For LB = 1195,462 m2, because Fr < 1 then: 0,583 < 1 with 0 = 9.039 N/m2. When the sand trap is full and empty = 47.54>1.667, the sediment that has settled in the full or empty sand trap can no longer be eroded into floating cargo. Key words: Sand trap; Kertosari weir; Flying sediment; Sediment settling
Item Type: | Peer Review |
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Subjects: | 600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering |
Divisions: | Faculty of Engineering > Department of Civil Engineering (S1) |
Depositing User: | Nanang Saiful Rizal |
Contact Email Address: | nanangsaifulrizal@unmuhjember.ac.id |
Date Deposited: | 31 Dec 2022 02:12 |
Last Modified: | 24 Jan 2023 01:30 |
URI: | http://repository.unmuhjember.ac.id/id/eprint/15756 |
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