Tirpak R Andrew, Hathaway Jon M, Khojandi Anahita, Weathers Matthew, Epps Thomas H
Dept. of Food, Agricultural, and Biological Engineering, The Ohio State University, 590 Woody Hayes Dr., Columbus, OH, 43210, USA.
Dept. of Civil and Environmental Engineering, University of Tennessee, Knoxville, TN, USA.
J Environ Manage. 2021 Jun 1;287:112300. doi: 10.1016/j.jenvman.2021.112300. Epub 2021 Mar 8.
Climate stationarity is a traditional assumption in the design of the urban drainage network, including green infrastructure practices such as bioretention cells. Predicted deviations from historic climate trends associated with global climate change introduce uncertainty in the ability of these systems to maintain service levels in the future. Climate change projections are made using output from coarse-scale general circulation models (GCMs), which can then be downscaled using regional climate models (RCMs) to provide predictions at a finer spatial resolution. However, all models contain sources of error and uncertainty, and predicted changes in future climate can be contradictory between models, requiring an approach that considers multiple projections. The performance of bioretention cells were modeled using USEPA's Storm Water Management Model (SWMM) to determine how design modifications could add resilience to these systems under future climate conditions projected for Knoxville, Tennessee, USA. Ten downscaled climate projections were acquired from the North American Coordinated Regional Downscaling Experiment program, and model bias was corrected using Kernel Density Distribution Mapping (KDDM). Bias-corrected climate projections were used to assess bioretention hydrologic function in future climate conditions. Several scenarios were evaluated using a probabilistic approach to determine the confidence with which design modifications could be implemented to maintain historic performance for both new and existing (retrofitted) bioretention cells. The largest deviations from current design (i.e., concurrently increasing ponding depths, thickness of media layer, media conductivity rates, and bioretention surface areas by 307%, 200%, 200%, and 300%, respectively, beyond current standards) resulted in the greatest improvements on historic performance with respect to annual volumes of infiltration and surface overflow, with all ten future climate scenarios across various soil types yielding increased infiltration and decreased surface overflow compared to historic conditions. However, lower performance was observed for more conservative design modifications; on average, between 13-82% and 77-100% of models fell below historic annual volumes of infiltration and surface overflow, respectively, when ponding zone depth, media layer thickness, and media conductivity were increased alone. Findings demonstrate that increasing bioretention surface area relative to the contributing catchment provides the greatest overall return on historic performance under future climate conditions and should be prioritized in locations with low in situ soil drainage rates. This study highlights the importance of considering local site conditions and management objectives when incorporating resiliency to climate change uncertainty into bioretention designs.
气候平稳性是城市排水网络设计中的一个传统假设,包括诸如生物滞留池等绿色基础设施措施。预计与全球气候变化相关的历史气候趋势偏差会给这些系统在未来维持服务水平的能力带来不确定性。气候变化预测是利用粗尺度通用循环模型(GCMs)的输出结果做出的,然后可以使用区域气候模型(RCMs)进行降尺度处理,以提供更精细空间分辨率的预测。然而,所有模型都存在误差和不确定性来源,并且未来气候的预测变化在不同模型之间可能相互矛盾,这就需要一种考虑多种预测结果的方法。利用美国环境保护局的雨水管理模型(SWMM)对生物滞留池的性能进行建模,以确定在美国田纳西州诺克斯维尔预计的未来气候条件下,设计修改如何能增强这些系统的恢复力。从北美协调区域降尺度试验项目中获取了十个降尺度后的气候预测结果,并使用核密度分布映射(KDDM)对模型偏差进行了校正。经偏差校正后的气候预测结果被用于评估未来气候条件下生物滞留池的水文功能。采用概率方法评估了几种情景,以确定在维持新的和现有的(改造后的)生物滞留池历史性能方面实施设计修改的置信度。与当前设计的最大偏差(即同时将积水深度、介质层厚度、介质传导率和生物滞留表面积分别比当前标准增加307%、200%、200%和300%)在年度入渗量和地表溢流量方面对历史性能带来了最大改善,与历史条件相比,各种土壤类型的所有十个未来气候情景均使入渗量增加且地表溢流量减少。然而,对于更为保守的设计修改,性能表现较低;当单独增加积水区深度、介质层厚度和介质传导率时,平均分别有13 - 82%和77 - 100%的模型低于历史年度入渗量和地表溢流量。研究结果表明,在未来气候条件下,相对于汇水流域增加生物滞留表面积能为历史性能带来最大的总体回报,并且在原地土壤排水率较低的地区应优先考虑。本研究强调了在将应对气候变化不确定性的恢复力纳入生物滞留设计时,考虑当地场地条件和管理目标的重要性。