Yeri Sutopo, FT Teknik Sipil and Karuniadi S. Utomo, - and S. Z. Ghifari, - and Nurokhman, - (2016) Perencanaan sand Pocket Sebagai Bangunan Pengendali Aliran Sedimen di Kali Opak Yogyakarta. Jurnal Teknik Sipil dan Perencanaan, 18 (2). pp. 107-114. ISSN 1411-1772

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Abstract

This research conducted in Opak River, in Yogyakarta. This river has broad (river flow area) 27,04 km2, and 20,11 km in length. The research objective is to make a planning about effective rainfall in 50 years and found the Opak Sand Pocket design. This research used methods with direct-survey in location, and collected secondary data from related agencies. From the data, it was obtained the value of precipitation the design, discharge flood design, dimensions of building hydrolic design (Main Dam, Sub Dam, Apron), and analysis the effectiveness of sand pocket in reducing the sediment that has happened. Based on the results of the research, discharge maximum ( Q50 ) that occurs in the river of 202,77 m3/s. So it can be calculated that sand pocket designed will have wide of apron 54,04 m, with total high of Main Dam 6 m, total high of Sub Dam 6 m, length of apron 10 m, thick of apron 0,96 m. Based on the ability of sand pocket in reducing the rate of the sediment that is happened, the building has effectiveness until 90,20 % in reducing bed load based on the calculation. Therefore, it can be argued that the building has been effective to reduce the speed of sediment occurring in Opak River.

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