Analisa Angkutan Sedimen Pada Hulu Bendung Aepodu Kabupaten Konawe Selatan

Ramadhan Hidayat Putra, Amad Syarif Syukri, Catrin Sudarjat, Vickky Anggara Ilham
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引用次数: 1

Abstract

Research on Aepodu Weir Sediment Transport Analysis in South Konawe District, based on observations in the field, Aepodu Weir hasa sediment buildup that has now exceeded the height of the weirlight house. The purpose of the study was to analyze the magnitudeof Aepodu river flow and to analyze the amount of sedimenttransport that occurred in the Aepodu dam. The method used todetermine the amount of bed load transport uses stchoklitscht, whilefor transporting suspended load using forcheimer.The results of the analysis of the average flow of the Aepodu riverwere 3,604 m3/ second. Sediment transport that occurs in Aepoduweir is Bedload transport (Qb) of 291625.771 tons / year, andsuspended load transport (Qs) of 16972,423 tons / year, so that thetotal sediment transport (QT) is 308598,194 tons / year.
南科纳威地区峨坡都堰输沙分析研究,根据野外观测,峨坡都堰泥沙淤积已超过了鱼灯屋的高度。该研究的目的是分析埃浦渡河流量的大小,并分析埃浦渡大坝发生的泥沙运输量。确定床质输运量的方法采用施切利希法,而确定悬浮输运量的方法采用法切利希法。分析结果表明,爱波渡河平均流量为3604 m3/ s。鄂波杜堰输沙量为顺质输沙量(Qb) 291625.771吨/年,悬质输沙量(Qs) 16972423吨/年,总输沙量(QT) 308598194吨/年。
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