用于洪水评估和洪水预警系统的二维水动力模型的发展:以印度格德洼地为例

IF 1.6 Q3 WATER RESOURCES
Nevil K. Trambadia, Dhruvesh P. Patel, Vinodkumar M. Patel, Manoj J. Gundalia
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引用次数: 0

摘要

Ghed地区位于古吉拉特邦的西部深处,具有杯状几何形状。奥扎特河发源于吉尔森林的丘陵地带,流向纳维班达尔附近的河口。河口之前的部分叫做盖德,靠近海岸线。该地区由于海岸线较高和面积超过200平方公里的杯状几何形状而发生淹没。本研究强调在洪峰状态下对区域以外的社区进行预警。水文工程中心-河流分析系统软件建立了洪水预警系统的水动力模型。利用河段4个地点的实测水深数据对模型进行了验证,提高了模型的精度。在这方面,已经进行了各种统计来比较观察到的数据和建模的数据。该结果描述了19小时的腿部时间可以疏散当地社区。在此之后,由于杯状区域填充,水到达河口的时间增加了115小时。本研究有助于管理部门制定决策系统,建立新的水工结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development of a 2D hydrodynamic model for inundation assessment and flood early warning system: a case of depressed Ghed region, India
Abstract Ghed region is located in the deep western part of Gujarat state, having the cup shape geometry. The Ozat River begins near the Gir forest's hilly part and moves towards the river mouth near Navi Bandar. The part before the river mouth is called Ghed, near the coastal line. The inundation in this region occurred due to higher coastal line and cup shape geometry with an area of more than 200 km2. This research emphasized early warning of the local community aside from the region during the peak flow condition. The hydrological engineering centre-river analysis system software developed the hydrodynamic model for FEWS (flood early warning system). The model has been validated with observed water depth data at four locations from the river reach area for more precision. In this regard, various statistics have been performed to compare the observed and modelled data. The result depicts the 19 h of leg time available to evacuate the local community. After that, water takes 115 h more time to reach the river mouth due to cup-shaped region filling. This research helps the administration with the decision-making system and establishes new hydraulic structures.
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来源期刊
CiteScore
2.30
自引率
6.20%
发文量
136
审稿时长
14 weeks
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