An Analysis Study Flood Improving The Capacity Reduction Long Storage And Bozem

Irfan Nur Rozzaq, D. Wulandari
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Abstract

. Industry is an important infrastructure in the city. At the location of the coffee factory in the village of Bringinbendo, Sidoarjo with an area of ​​± 119,372 m², there is a lack of green open space and small dimensions so that it cannot accommodate the water discharge during high rainfall. The analysis data used is 10 years of rainfall data observations from the data Rain Station of Botokan, Sruni, Ketegan and Karangnongko. In this study the method used Log Pearson Type III method. So that the 5 year return rain discharge is 105.75 m³/sec. The existing channel capacity is 4040.42 m³ while the required volume is 4947.16 m³ with a flood discharge of 2,450 m³ / sec. Then it needs a long storage with a capacity of 2575 m³ and bozem with a capacity of 337.5 m³ so that it can accommodate the volume of water.
洪水增容、减蓄、减蓄的分析研究
. 工业是城市的重要基础设施。在Sidoarjo Bringinbendo村的咖啡工厂所在地,面积为±119,372平方米,缺乏绿色开放空间和小尺寸,因此在高降雨期间无法容纳水的排放。所使用的分析数据是Botokan、Sruni、Ketegan和Karangnongko数据雨站10年的降雨观测数据。本研究采用Log Pearson Type III方法。因此,5年回雨量为105.75 m³/秒。现有水渠容量为4040.42 m³,所需水量为4947.16 m³,泄洪2450 m³/秒,需要2575 m³的长蓄水池和337.5 m³的蓄水池才能容纳水量。
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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