赤巴流域乌宗克鲁恩洪涝流量研究

Putri Maulina Devi, M. Safriani, M. F. Ikhwali
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引用次数: 0

摘要

Krueng Tripa河位于易受洪水侵袭的纳甘拉雅摄政区。在行政上,克鲁格赤巴流经亚齐省的两个县,即河流上游的加约卢斯县和下游的纳甘拉亚县,流域面积为2953,457平方公里。这个流域的年降雨量约为2197毫米。高降雨量对洪涝灾害有重大影响,对周边社区也有负面影响。这项研究的目的和好处是确定克鲁格赤巴河的洪水流量大小,并作为缓解洪水问题的相关数据的输入。用综合单元线(HSS)伽马I法分析洪涝流量。利用回归周期为2、5、10、25、50、100年的log person III分布分析,分别得到141,520 mm、192,349 mm;227.094毫米;272.270毫米;306569毫米;341869毫米。采用连续2、5、10、25、50、100年回复期的HSS Gama I方法对克鲁赤巴河进行洪水分析的结果分别为3419、276 m³/s;4647.384 m³/ s;5486.740 m³/ s;6578年,338 m³/ s;6702.133 m³/ s;8259.949 m³/ s。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Study of Flood Discharge in Ujong Krueng in the Tripa Watershed
The Krueng Tripa River is located Nagan Raya Regency that is vunerability to flooding. Administratively Krueng Tripa flows through two regencies in Aceh Province, namely Gayo Lues Regency in the upper reaches of the river and Nagan Raya Regency in its downstream with an area of watershed covering 2953,457 km². The rainfall in this watershed is around 2,197 mm per year. High rainfall has a major impact on flood disasters and has a negative impact on the surrounding community.The purpose and benefits of this study are to determine the magnitude of the flood discharge of the Krueng Tripa River and as input for related darta in flood mitigation problems. Analysis of the flood discharge using the Synthesis Unit Hydrograph (HSS) Gama I method. From the analysis using the distribution of log person III with return periods of 2, 5, 10, 25, 50, and 100 years, it were obtained respectively 141,520 mm, 192,349 mm; 227.094 mm; 272.270 mm; 306,569 mm; 341,869 mm. The results of the flood analysis in the Krueng Tripa River using the HSS Gama I method with return periods of 2, 5, 10, 25, 50, and 100 years in a row are 3419,276 m³/s; 4647.384 m³/s; 5486.740 m³/s; 6578,338 m³/s; 6702.133 m³/s; 8259.949 m³/s.
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