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Drainage area characterization for evaluating green infrastructure using the Storm Water Management Model

机译:利用雨水管理模型评估绿色基础设施的流域特征

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摘要

Urban stormwater runoff quantity and quality are strongly dependent upon catchment properties. Models are used to simulate the runoff characteristics, but the output from a stormwater management model is dependent on how the catchment area is subdivided and represented as spatial elements. For green infrastructure modeling, we suggest a discretization method that distinguishes directly connected impervious area from the total impervious area. Pervious buffers, which receive runoff from upgradient impervious areas should also be identified as a separate subset of the entire pervious area. This separation provides an improved model representation of the runoff process. With these criteria in mind, an approach to spatial discretization for projects using the U.S. Environmental Protection Agency’s Storm Water Management Model (SWMM) is demonstrated for the Shayler Crossing watershed, a well–monitored, residential suburban area occupying 100 ha, east of Cincinnati, Ohio. The model relies on a highly resolved spatial database of urban land cover, stormwater drainage features, and topography. To verify the spatial discretization approach, a hypothetical analysis was conducted. Six different representations of a common urban scape that discharges runoff to a single storm inlet were evaluated with eight 24 h synthetic storms. This analysis allowed us to select a discretization scheme that balances complexity in model set-up with presumed accuracy of the output with respect to the most complex discretization option considered. The balanced approach delineates directly and indirectly connected impervious areas, buffering pervious area receiving impervious runoff, and the other pervious area within a SWMM subcatchment. It performed well at the watershed scale with minimal calibration effort (Nash–Sutcliffe coefficient = 0.852; R2 = 0.871). The approach accommodates the distribution of runoff contributions from different spatial components and flow pathways that would impact green infrastructure performance. A developed SWMM model using the discretization approach is calibrated by adjusting parameters per land cover component, instead of per subcatchment, and, therefore, can be applied to relatively large watersheds if the land cover components are relatively homogeneous and/or categorized appropriately in the GIS that supports the model parameterization. Finally, with a few model adjustments, we show how the simulated stream hydrograph can be separated into the relative contributions from different land cover types and subsurface sources, adding insight to the potential effectiveness of planned green infrastructure scenarios at the watershed scale.
机译:城市雨水径流的数量和质量在很大程度上取决于流域的性质。模型用于模拟径流特征,但雨水管理模型的输出取决于集水区如何细分并表示为空间要素。对于绿色基础设施建模,我们建议采用离散化方法,将直接连接的不渗透区域与总不渗透区域区分开。从渐进的不透水区接收径流的透水缓冲区也应被识别为整个透水区的单独子集。这种分离提供了径流过程的改进模型表示。考虑到这些标准,在美国辛辛那提市东部占地100公顷,受到良好监控的住宅郊区Shayler Crossing分水岭上,展示了使用美国环境保护局的雨水管理模型(SWMM)进行项目空间离散化的方法。俄亥俄州。该模型依赖于高度解析的城市土地覆盖,雨水排放特征和地形的空间数据库。为了验证空间离散化方法,进行了假设分析。用八个24小时的合成暴风雨对一个径流排放到单个暴风雨入口的普通城市景观进行了六种不同的表示。通过这种分析,我们可以选择一种离散化方案,该方案可以在模型设置的复杂性和相对于所考虑的最复杂离散化选项的假定输出精度之间取得平衡。平衡方法描绘了直接和间接连接的不透水区域,缓冲了接收不透水径流的透水区域,以及SWMM子汇水面积中的其他透水区域。它在分水岭范围内的校准效果极佳(纳什–苏克利夫系数= 0.852; R 2 = 0.871)。该方法适应了会影响绿色基础设施性能的不同空间成分和流量路径的径流贡献分布。通过使用离散化方法而不是每个子汇水面积来调整参数,可以校准使用离散化方法开发的SWMM模型,因此,如果土地覆盖要素相对均质和/或在GIS中进行了适当分类,则可以应用于相对较大的流域支持模型参数化。最后,通过一些模型调整,我们展示了如何将模拟河流水位图分成不同的土地覆被类型和地下来源的相对贡献,从而加深对分水岭规模的计划中的绿色基础设施情景的潜在有效性的了解。

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