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Large-scale assessment of flood risk and the effects of mitigation measures along the Elbe River

机译:易北河沿岸的洪水风险大规模评估和缓解措施的效果

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摘要

The downstream effects of flood risk mitigation measures and the necessity to develop flood risk management strategies that are effective on a basin scale call for a flood risk assessment methodology that can be applied at the scale of a large river. We present an example of a rapid flood risk assessment methodology for the Elbe River. A 1D hydraulic routing model is extended by including the effect of planned (regulated and unregulated) and unintended retention (dike breaches) on the peak water levels. We further add an inundation model for dike breaches due to dike overtopping and a macroscale economic approach to assess the flood damage. The flexible approach to model the effects of measures by means of volume storage functions allows for rapid assessment of combinations of retention measures of various proposed dimensions and at multiple locations. The method allows for the comparison of the flood risk at the scale of the main river trajectory, which has not been possible for the Elbe River to date. The model is applied to a series of exemplary flood risk mitigation measures to show the downstream effects and the additive effects of combinations of measures on the flood risk along the river. We further demonstrate the increase in the downstream flood risk resulting from unilateral decisions to increase the dike height at upstream locations. As expected, the results underline the potential effectiveness of increased retention along the river. The effects of controlled retention at the most upstream possible location and largest possible extent generate the most pronounced reduction of average annual damage. As expected, the effect of uncontrolled retention with dike relocations is significantly lower. Keywords Flood risk - Elbe - Retention - Risk assessment
机译:减轻洪水风险措施的下游影响以及制定在流域范围内有效的洪水风险管理策略的必要性要求采用可在大河流域应用的洪水风险评估方法。我们提供了易北河快速洪水风险评估方法的示例。通过包括计划的(受管制和不受管制的)和意外的滞留(堤防违规)对峰值水位的影响来扩展一维水力路径模型。我们还增加了因堤防超标而造成的堤防破坏的淹没模型和评估洪水破坏的宏观经济方法。通过体积存储功能对措施效果进行建模的灵活方法,可以快速评估各种建议尺寸的保留措施在多个位置的组合。该方法可以在主要河流轨迹的规模上比较洪水风险,而这对于易北河迄今为止是不可能的。将该模型应用于一系列示例性的减轻洪水风险措施,以显示措施组合对沿河洪水风险的下游影响和相加作用。我们进一步证明了单方面决定增加上游堤防高度导致的下游洪水风险增加。正如预期的那样,结果强调了沿河保留的增加的潜在有效性。在最上游可能的位置和最大可能的范围内进行可控保留的效果可以最大程度地减少平均年度损害。如预期的那样,堤防重定位的不受控制的保留效果要低得多。洪水风险-易北河-保留-风险评估

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