巴鲁摄政区格拉哈-希布里达-阿玛罗住宅区博托莱河防洪工程

Muhammad Alif Lutfian, Andi Rumpang Yusuf, Suryani Syahrir
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引用次数: 0

摘要

由于巴鲁行政区格拉哈-希布里达-阿玛罗住宅区经常发生洪水,因此有必要建立洪水控制系统,以尽量减少洪水造成的物质损失、生命损失以及对流域周围现有基础设施的破坏。本论文的分析范围仅限于巴鲁省巴鲁区的博托莱河。本研究的目的是为该地区发生的洪水灾害找到解决方案。本研究通过收集流域图和最近雨量站的雨量数据等形式的二手数据来进行。这些数据用于确定降雨的重现期和河流的泄洪量。之后,通过分析河道的容量,可以得出该地区防洪系统的结论。分析结果表明,采用中洲法计算的洪峰流量为 36.09 立方米/秒,而康熙河河道的容量为 13.5 立方米/秒。从分析结果可以得出结论,康熙河有可能发生洪水。因此,有必要通过改变排水道的尺寸来找到防洪的解决方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Pengendalian Banjir Sungai Bottolai Pada Perumahan Graha Hibridah Amaro Kabupaten Barru
With the frequent occurrence of floods at the Graha Hibridah Amaro Housing Complex, Barru Regency, it is necessary to have an effort in the form of a flood control system to minimize flood events which result in material losses and claim lives and damage existing infrastructure around the watershed. The analysis carried out in this thesis is limited to the Bottolai River, Barru District, Barru Regency. The purpose of this research is to find a solution to the flood disaster that occurred in the area. This research was conducted by collecting secondary data in the form of watershed maps and rainfall data at the nearest rainfall station. The data is to determine the return period of rainfall and flood discharge of the river. After that, by analyzing the capacity of the river channel, it can be concluded for the flood control system in the area. From the results of the analysis, it was found that the peak flood discharge using the Nakasyu method was 36.09 m3/sec, while the capacity of the Kanci River channel was 13.5 m3/sec. From the results of this analysis it can be concluded that the Kanci River has the potential to flood. So it is necessary to find a solution for flood control in the form of changing the dimensions of the drainage channel.
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