利用HECRAS模型圈定河漫滩——以苏拉特市为例

Chandresh G. Patel, P. Gundaliya
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引用次数: 19

摘要

苏拉特市是印度古吉拉特邦的商业首府,位于北纬21°06′至21°15′,东经72°45′至72°54′,位于塔皮河畔,近百年来每5年遭受一次洪灾。本文介绍了集成GIS的HEC-RAS模型在河漫滩圈定中的应用。利用苏拉特市数字高程模型(DEM)作为洪水淹没制图的主要输入。以Nehru大桥附近河段为例,进行了洪水流量模拟。利用25年和32年(最严重洪涝年)的回粮期流量对洪涝情景进行了研究。研究结果清楚地表明,当乌凯大坝的流量达到32年(25768.09 Cumecs)的回收期时,苏拉特市大部分地区被淹没深度为2.5 ~ 4.0 m。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Floodplain Delineation Using HECRAS Model—A Case Study of Surat City
Surat city, the commercial capital of Gujarat state, India is situated at latitude 21°06’ to 21°15’ N and longitude 72°45' to 72°54'E on the bank of river Tapi and is affected by flood once in every five years since last hundred years. Present study describes the application of HEC-RAS model with integration of GIS for delineation of flood plain. Digital Elevation Model (DEM) of Surat city is used as main input for flood inundation mapping. River section near Nehru Bridge is used as sample case to simulate flood flow. Discharges equal to food return period for 25 and 32 (worst flood year) have been used for investigation of flood scenario. Outcome of the research clearly indicates that most of the area of the Surat city is submerged for a depth of 2.5 to 4.0 m when the discharge released from Ukai dam equals to return period of 32 years (25768.09 Cumecs).
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