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使用统计降尺度模型(SDSM)和时间降尺度评估气候变化下雨水花园的稳健性。

Assessing the robustness of raingardens under climate change using SDSM and temporal downscaling.

作者信息

Kristvik Erle, Kleiven Guro Heimstad, Lohne Jardar, Muthanna Tone Merete

机构信息

Department of Civil and Environmental Engineering, The Norwegian University of Science and Technology (NTNU), S. P. Andersens veg 5, 7491 Trondheim, Norway E-mail:

出版信息

Water Sci Technol. 2018 Mar;77(5-6):1640-1650. doi: 10.2166/wst.2018.043.

Abstract

Climate change is expected to lead to higher precipitation amounts and intensities causing an increase of the risk for flooding and combined sewer overflows in urban areas. To cope with these changes, water managers are requesting practical tools that can facilitate adaptive planning. This study was carried out to investigate how recent developments in downscaling techniques can be used to assess the effects of adaptive measures. A combined spatial-temporal downscaling methodology using the Statistical DownScaling Model-Decision Centric (SDSM-DC) and the Generalized Extreme Value distribution was applied to project future precipitation in the city of Bergen, Norway. A raingarden was considered a potential adaptive measure, and its performance was assessed using the RECARGA simulation tool. The benefits and limitations of using the proposed method have been demonstrated and compared to current design practices in Norway. Large differences in the raingarden's performance with respect to percentage overflow and lag-time reduction were found for varying projections. This highlights the need for working with a range of possible futures. Further, it was found that K was the determining factor for peak-flow reduction and that different values of K had different benefits. Engineering flexible solutions by combining measures holding different characteristics will induce robust adaptation.

摘要

气候变化预计将导致降水量和强度增加,从而增加城市地区洪水和合流制下水道溢流的风险。为应对这些变化,水资源管理者需要实用工具来促进适应性规划。本研究旨在探讨降尺度技术的最新发展如何用于评估适应性措施的效果。使用统计降尺度模型-以决策为中心(SDSM-DC)和广义极值分布的时空联合降尺度方法,对挪威卑尔根市的未来降水进行预测。雨水花园被视为一种潜在的适应性措施,并使用RECARGA模拟工具评估其性能。研究展示了所提方法的优点和局限性,并与挪威当前的设计实践进行了比较。对于不同的预测,发现雨水花园在溢流百分比和滞时减少方面的性能存在很大差异。这凸显了考虑一系列可能未来情况的必要性。此外,研究发现K是峰值流量减少的决定因素,不同的K值有不同的益处。通过结合具有不同特性的措施来设计灵活的解决方案,将实现稳健的适应。

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