首页> 外文期刊>Journal of hydrologic engineering >Potential Impacts of Projected Climate Change on Flooding in the Riviere Des Prairies Basin, Quebec, Canada: One-Dimensional and Two-Dimensional Simulation-Based Approach
【24h】

Potential Impacts of Projected Climate Change on Flooding in the Riviere Des Prairies Basin, Quebec, Canada: One-Dimensional and Two-Dimensional Simulation-Based Approach

机译:预估的气候变化对加拿大魁北克Riviere Des Prairies盆地洪水的潜在影响:基于一维和二维模拟的方法

获取原文
获取原文并翻译 | 示例
           

摘要

Projection of floodplain extents is extremely important in identifying solutions that will establish the controls of land use in flood-loss reduction studies. The Riviere des Prairies, located in the province of Quebec, Canada, has many rapids that make the river basin highly vulnerable to potential flood loss. The aim of this study was to evaluate the hydrological and environmental impacts that climate change may have on the Riviere des Prairies basin. The design rainfalls considered are 50-year return period events lasting for 24 hours each and built using the Chicago method. The future intensity-duration-frequency (IDF) curves were derived from IDF_CC tool, which is especially designed for updating these curves under a changing climate. Representative concentration pathway (RCP) scenarios are used to simulate climate change for this purpose. The future flow hydrographs are obtained through rainfall-runoff transformations and results have been inputted into the Hydrologic Engineering Center's River Analysis System (HEC-GeoRAS) (calibrated with known water elevations and flows). The calibration results give a peak flow margin of error of +2% and a volume margin of error of -24%. Water levels are better simulated at the upstream p'ortion of the Riviere des Prairies dam, with errors ranging from 16 to 95 cm. Despite the rising water, clearance remains higher than 3 meters for most of the bridges, which indicates that corresponding bridges will not be submerged or swept away. However, two bridges appear to be submerged with a water depth in range of 0.36 to 0.90 m for the first bridge (He Bizard), and 0.36 to 1.31 m for the second one (Lachapelle Bridge), depending on the model and simulated scenario. The results of the hydrodynamic simulations showed that some large flood zones were expected along the Riviere des Prairies from upstream up to the Mederic Martin A15 Bridge, as well as near the outlet. To mitigate the potential effects of flooding in the Riviere des Prairies basin, some adaptation and prevention measures have been recommended.
机译:洪泛区范围的预测对于确定能够在减少洪灾损失研究中建立对土地利用的控制的解决方案而言非常重要。位于加拿大魁北克省的Riviere des Prairies有许多急流,使该流域极易遭受潜在的洪灾损失。这项研究的目的是评估气候变化可能对Riviere des Prairies盆地造成的水文和环境影响。所考虑的设计降雨是50年回归期事件,每个事件持续24小时,并使用Chicago方法构建。未来的强度-持续时间-频率(IDF)曲线是从IDF_CC工具获得的,该工具专门用于在气候变化的情况下更新这些曲线。为此,使用有代表性的集中路径(RCP)方案来模拟气候变化。通过降雨径流转换获得了未来的流量水位图,并将结果输入到水文工程中心的河流分析系统(HEC-GeoRAS)中(已用已知的水位和流量进行了校准)。校准结果给出的峰值流量误差为+ 2%,体积误差为-24%。 Riviere des Prairies大坝上游的水位可以更好地模拟,误差范围为16至95厘米。尽管水位上升,但大多数桥梁的净空高度仍高于3米,这表明相应的桥梁不会被淹没或冲走。但是,根据模型和模拟情况,似乎有两座桥被淹没,第一座桥(He Bizard)的水深在0.36至0.90 m之间,第二座桥(Lachapelle桥)的水深在0.36至1.31 m之间。流体动力学模拟的结果表明,从上游到麦德瑞克·马丁A15桥以及在出口附近,沿里维埃拉草原将出现一些大洪水区。为了减轻里维耶尔·德·普赖里斯盆地洪水的潜在影响,建议采取一些适应和预防措施。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号