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利用降雨时间序列降尺度模型修改绿色屋顶设计方法。

Revising green roof design methods with downscaling model of rainfall time series.

机构信息

University of Science and Technology (NTNU), N-7491, Trondheim, Norway E-mail:

SINTEF AS, S.P. Andersens veg 3, N-7465, Trondheim, Norway.

出版信息

Water Sci Technol. 2022 Mar;85(5):1363-1371. doi: 10.2166/wst.2022.023.

DOI:10.2166/wst.2022.023
PMID:35290217
Abstract

Historically, green infrastructure for stormwater management has been event-based designed. This study aims to realign the green infrastructure design strategies with principles for robust decision making, through the example of green roofs design with the variational method and exemplified using the Norwegian context of the 3-step approach (3SA) for stormwater management. The 3SA consists of planning solutions to handle day-to-day rain at site scale through infiltration (step 1) and detention (step 2), and extreme events with safe floodways (step 3). An innovative framework based on downscaling of rainfall timeseries is suggested as follows: (i) long duration continuous simulation for retention variation and day-to-day discharge, corresponding to step 1 in the 3SA; (ii) intensive sampling of local extreme events to estimate reliability and robustness of solutions, corresponding to steps 2 and 3 in the 3SA. Comparing the traditional variational method to Highly-Informed-Design-Evaluation-Strategy (HIDES), it was found that the variational method possibly leads to incorrect decisions while the suggested novel approach was found to give more informed and reliable results by suggesting a design based on both operating mode and failure mode. It allows to embed solutions within the urban water system by facilitating the link between the steps of the 3SA. Such a framework was found to be data-wise applicable in the Norwegian context.

摘要

从历史上看,雨水管理的绿色基础设施是基于事件的设计。本研究旨在通过绿色屋顶设计的变分方法示例,并使用挪威的三步法(3SA)雨水管理示例,将绿色基础设施设计策略与稳健决策原则重新调整一致。3SA 包括通过渗透(步骤 1)和滞留(步骤 2)在场地尺度上解决日常降雨的规划解决方案,以及通过安全泄洪道解决极端事件(步骤 3)。建议了一个基于降雨时间序列降尺度的创新框架,如下所示:(i)用于保留变化和日常排放的长持续连续模拟,对应于 3SA 中的步骤 1;(ii)对局部极端事件进行密集采样以估计解决方案的可靠性和稳健性,对应于 3SA 中的步骤 2 和 3。将传统的变分方法与高度信息设计评估策略(HIDES)进行比较,发现变分方法可能导致错误决策,而建议的新方法通过基于操作模式和故障模式提出设计,给出了更明智和可靠的结果。它通过促进 3SA 步骤之间的联系,允许将解决方案嵌入到城市水系统中。该框架在挪威的背景下被发现具有数据适用性。

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