DRAINAGE STUDY OF WAREHOUSE DEVELOPMENT PT. ANEKA INDUSTRI, SIDOARJO DISTRICT

Ikko Bagus Ismanto, L. D. Nugroho, W. Oetomo
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Abstract

The PT. Aneka Industri warehouse is located on a level with a slope of approximately 0-1%. Survey results from PT. Aneka Industri Warehouse in Tambaksawah Village, Waru District, Sidoarjo Regency, showed a height of -0.20m, slightly above the flood level of -0.10m. The area is likely to flood due to the overflow of Afvoer Bunung, which flows out from other areas (runoff water) during heavy rains. In addition, the storage area is a dense industrial area, and the chance of rainwater infiltration and loss is small. According to the analysis, the flood discharge of Afvoer Buntung during the 25-year return period is 193,305 m3/s. Meanwhile, the cross-sectional capacity of Afvoer Buntung is 25.707 m3/s, so the cross-section of Afvoer Buntung at the storage site of PT. Aneka Industri is flooded. It rains for t = 30 minutes, total volume = 297.57 m3.
sidoarjo区aneka工业区仓库开发排水研究
PT. Aneka industrii仓库位于坡度约为0-1%的水平面上。Sidoarjo县Waru区Tambaksawah村的PT. Aneka工业仓库的调查结果显示,高度为-0.2米,略高于-0.1米的洪水水位。由于暴雨期间从其他地区流出的“后河水”(径流)泛滥,该地区很有可能发生洪水。此外,储存区为密集的工业区,雨水渗入和流失的机会较小。根据分析,25年回归期后邦东的洪流量为193,305 m3/s。同时,阿福邦通断面容量为25.707 m3/s,因此阿福邦通坝址阿福邦通断面被淹没。降雨时间30分钟,总积297.57 m3。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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