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HEC-RAS and GIS-based flood plain mapping: A case study of Narai Drain Peshawar
Acta Geophysica ( IF 2.3 ) Pub Date : 2021-06-10 , DOI: 10.1007/s11600-021-00615-4
Awais Salman , Sher Shah Hassan , Gul Daraz Khan , Muhammad Arif Goheer , Aftab Ahmad Khan , Khurram Sheraz

Flood computer modeling is one of the recent practices which is used for the prediction of the flood occurrence at different intervals of time. A study was conducted on Narai Drain Hayatabad, Peshawar, to produce flood plain maps by integrating Arc-GIS with the Hydraulic Modeling software HEC-RAS. The area in the vicinity of Narai Drain was inundated due to the catastrophic flood occurred in the year 2010, which caused huge damage to public property, livestock, communication, and infrastructure. In this study, the Narai Drain watershed was classified into three watersheds, namely Narai Drain Upper, Lower, and Regi Drain. GIS technology was used to delineate the watersheds while the discharges were computed using the WinTR-20 mode. Expected rainfall depths were obtained by using Log-Pearson type III Distribution for different return periods (i.e., 2, 5, 10, 25, 50, 100, 200). The area inundated by the flood was estimated by using HEC-RAS. These results were then incorporated in GIS to prepare flood inundation maps. Maximum inundation occurred in the sensitive area of Narai Drain Lower for a 10-year return period. The integrated modeling approach used in this study was found very useful to delineate the area vulnerable to flood with a good estimation of inundation depths at various discharge values. The results show that in the upper reach of the Narai Drain, most of the area lying near the flood zone was safe for a 100-year return period, while the lower reach was vulnerable even for a return period of 10 years.



中文翻译:

基于 HEC-RAS 和 GIS 的洪泛区制图:Narai Drain Peshawar 的案例研究

洪水计算机建模是最近的实践之一,用于预测不同时间间隔的洪水发生。在白沙瓦的 Narai Drain Hayatabad 进行了一项研究,通过将 Arc-GIS 与水力建模软件 HEC-RAS 集成来制作洪泛区地图。2010年发生的特大洪水导致那莱排水沟附近地区被淹没,对公共财产、牲畜、通讯和基础设施造成了巨大破坏。在本研究中,Narai Drain 流域分为三个流域,即Narai Drain Upper、Lower 和Regi Drain。使用 GIS 技术来划定流域,同时使用 WinTR-20 模式计算排放量。预期降雨深度是通过使用 Log-Pearson 类型 III 分布获得不同重现期(即,2、5、10、25、50、100、200)。洪水淹没的面积是使用 HEC-RAS 估算的。然后将这些结果纳入 GIS 以准备洪水淹没地图。在 10 年重现期内,Narai Drain Lower 的敏感区域发生了最大洪水。发现本研究中使用的综合建模方法非常有用,可以很好地估计各种流量值下的淹没深度,从而划定易受洪水影响的区域。结果表明,在奈莱排水沟上游,洪水区附近的大部分地区100年重现期是安全的,而下游即使10年重现期也很脆弱。在 10 年重现期内,Narai Drain Lower 的敏感区域发生了最大洪水。发现本研究中使用的综合建模方法非常有用,可以很好地估计各种流量值下的淹没深度,从而划定易受洪水影响的区域。结果表明,在奈莱排水沟上游,洪水区附近的大部分地区100年重现期是安全的,而下游即使10年重现期也很脆弱。在 10 年重现期内,Narai Drain Lower 的敏感区域发生了最大洪水。发现本研究中使用的综合建模方法非常有用,可以很好地估计各种流量值下的淹没深度,从而划定易受洪水影响的区域。结果表明,在奈莱排水沟上游,洪水区附近的大部分地区100年重现期是安全的,而下游即使10年重现期也很脆弱。

更新日期:2021-06-10
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