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On the sensitivity of urban hydrodynamic modelling to rainfall spatial and temporal resolution

机译:城市水动力模型对降雨时空分辨率的敏感性

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Cities are increasingly vulnerable to floods generated by intense rainfall,because of urbanisation of flood-prone areas and ongoing urbandensification. Accurate information of convective storm characteristics athigh spatial and temporal resolution is a crucial input for urbanhydrological models to be able to simulate fast runoff processes and enhanceflood prediction in cities. In this paper, a detailed study of thesensitivity of urban hydrodynamic response to high resolution radar rainfallwas conducted. Rainfall rates derived from X-band dual polarimetric weatherradar were used as input into a detailed hydrodynamic sewer model for anurban catchment in the city of Rotterdam, the Netherlands. The aim was tocharacterise how the effect of space and time aggregation on rainfallstructure affects hydrodynamic modelling of urban catchments, forresolutions ranging from 100 to 2000 m and from 1 to 10 min.Dimensionless parameters were derived to compare results between differentstorm conditions and to describe the effect of rainfall spatial resolutionin relation to storm characteristics and hydrodynamic model properties:rainfall sampling number (rainfall resolution vs. storm size), catchmentsampling number (rainfall resolution vs. catchment size), runoff and sewersampling number (rainfall resolution vs. runoff and sewer model resolutionrespectively).Results show that for rainfall resolution lower than half the catchmentsize, rainfall volumes mean and standard deviations decrease as a result ofsmoothing of rainfall gradients. Moreover, deviations in maximum waterdepths, from 10 to 30% depending on the storm, occurred for rainfallresolution close to storm size, as a result of rainfall aggregation. Modelresults also showed that modelled runoff peaks are more sensitive torainfall resolution than maximum in-sewer water depths as flow routing has adamping effect on in-sewer water level variations. Temporal resolutionaggregation of rainfall inputs led to increase in de-correlation lengthsand resulted in time shift in modelled flow peaks by several minutes.Sensitivity to temporal resolution of rainfall inputs was low compared tospatial resolution, for the storms analysed in this study.
机译:由于洪水泛滥地区的城市化和持续的城市致密化,城市越来越容易遭受强降雨造成的洪水。在高时空分辨率下,对流风暴特征的准确信息是城市水文模型能够模拟快速径流过程和增强城市洪水预报的关键输入。本文对城市水动力响应对高分辨率雷达降水的敏感性进行了详细研究。来自X波段双极化气象雷达的降雨率被用作荷兰鹿特丹市一个集水区的详细水动力下水道模型的输入。目的是表征时空聚集对降雨结构的影响如何影响城市集水区的水动力模型,分辨率范围为100至2000 m和1至10 min。得出无量纲参数以比较不同风暴条件之间的结果并描述影响降雨空间分辨率与风暴特征和水动力模型特性的关系:降雨采样数(降雨分辨率与暴风雨大小),流域采样数(降雨分辨率与流域大小),径流和下水道采样数(降雨分辨率与径流和下水道模型分辨率) )。 结果表明,对于降雨分辨率低于集水面积一半的地区,由于降雨梯度的平滑化,降雨量的平均值和标准差减小。此外,由于降雨的聚集,导致降雨分辨率接近风暴大小时,最大水深偏差从10%到30%取决于风暴。模型结果还表明,模拟的径流峰值对降雨分辨率的影响比最大的下水道水深更敏感,因为流量路径对下水道水位变化具有阻尼作用。降雨输入的时间分辨率聚集导致去相关长度增加,并导致模拟流量峰值的时间偏移几分钟。对于本研究分析的暴雨,降雨输入的时间分辨率的敏感性低于空间分辨率。

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