{"title":"Analisis 1D – 2D Genangan Banjir pada Kawasan Perumahan Baturaja Permai, Kecamatan Baturaja Timur","authors":"Rudy ' Suryadi, D. Putranto, Imroatul C. Juliana","doi":"10.35139/cantilever.v11i1.115","DOIUrl":null,"url":null,"abstract":"Flooding is a problem that is often found in cities, especially in the rural areas of Baturaja Permai. When it rains, the quantity of river water exceeds its capacity or becomes too much, and there will be inundation caused by overflowing rivers. Factors of natural events such as high rainfall intensity cause flooding, coupled with factors from human activities. This study aims to investigate flood characteristics by developing an integrated model between hydrology and hydraulics. The development of this flood model is based on the hydrological model of runoff using the synthetic unit hydrograph method Soil Conservation Service (SCS), a one-dimensional (1D) hydraulic model for water flow propagation in macro drainage systems, and two dimensions (2D) for calculations if the river flow exceeds the existing capacity so that it experiences water propagation in the inundation area using the HEC-RAS software. To model the flood inundation it is required data Digital Elevation Model (DEM) was obtained by measuring the height of the land using a Total Station (TS) measuring instrument and analyzed using ArcMap software. The calculation of direct runoff is designed for a 5-year return period. The simulation results indicate that the Baturaja Permai area is an area that is prone to flooding with inundation depth of 0.558 m - 4.692 m and a peak runoff discharge of 15.6 m³/s at a 5-year return period.","PeriodicalId":338977,"journal":{"name":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","volume":"115 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-07-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.35139/cantilever.v11i1.115","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Flooding is a problem that is often found in cities, especially in the rural areas of Baturaja Permai. When it rains, the quantity of river water exceeds its capacity or becomes too much, and there will be inundation caused by overflowing rivers. Factors of natural events such as high rainfall intensity cause flooding, coupled with factors from human activities. This study aims to investigate flood characteristics by developing an integrated model between hydrology and hydraulics. The development of this flood model is based on the hydrological model of runoff using the synthetic unit hydrograph method Soil Conservation Service (SCS), a one-dimensional (1D) hydraulic model for water flow propagation in macro drainage systems, and two dimensions (2D) for calculations if the river flow exceeds the existing capacity so that it experiences water propagation in the inundation area using the HEC-RAS software. To model the flood inundation it is required data Digital Elevation Model (DEM) was obtained by measuring the height of the land using a Total Station (TS) measuring instrument and analyzed using ArcMap software. The calculation of direct runoff is designed for a 5-year return period. The simulation results indicate that the Baturaja Permai area is an area that is prone to flooding with inundation depth of 0.558 m - 4.692 m and a peak runoff discharge of 15.6 m³/s at a 5-year return period.
洪水是城市中经常出现的问题,尤其是在巴图拉贾·佩尔迈的农村地区。当下雨时,河水超过其容量或变得过多,就会有泛滥的河流造成洪水泛滥。高降雨强度等自然事件因素加上人类活动因素导致洪水。本研究旨在通过建立水文学和水力学的综合模型来研究洪水的特征。该洪水模型的开发是基于径流的水文模型,使用合成单元水文方法土壤保持服务(SCS),宏观排水系统中水流传播的一维(1D)水力模型,以及使用HEC-RAS软件计算河流流量超过现有容量从而在淹没区发生水流传播的二维(2D)模型。利用全站仪(Total Station, TS)测量地表高度,得到数字高程模型(DEM),并利用ArcMap软件进行分析。直接径流量的计算是按5年回收期设计的。模拟结果表明,Baturaja Permai地区是一个洪水易发地区,淹没深度为0.558 m ~ 4.692 m, 5年重现期径流量峰值为15.6 m³/s。