深度不确定性下的废水基础设施适应规划

IF 3.3 Q2 ENVIRONMENTAL SCIENCES
A. E. F. Allison, J. H. Lawrence, S. A. Stephens, J. H. Kwakkel, S. K. Singh, P. Blackett, A. Stroombergen
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引用次数: 0

摘要

低洼沿海地区的基础设施面临着气候变化、海平面上升和复合灾害影响的挑战。动态适应路径规划(DAPP)作为一种在极度不确定情况下进行规划的方法,正得到越来越多的应用。稳健性压力测试是 DAPP 不可分割的一部分,它为决策者提供了信心。我们概述了七步方法--将范围界定研讨会、系统绘图、DAPP、探索性建模、稳健决策、实际选项分析和验证研讨会结合起来,为低洼沿海地区基础设施的决策提供支持。我们将这七个步骤应用于新西兰两家污水处理厂(WWTP)的案例研究,以量化 DAPP 计划中的指标、信号、触发器和适应阈值,并确定可应对未来不确定性的适应路径。案例研究一侧重于海伦斯维尔污水处理厂现有DAPP的实施情况。我们的建模克服了量化适应阈值和触发器指标的挑战。我们表明,适应阈值出现在 31 厘米的 RSLR 上,触发点是有足够的准备时间进行搬迁,而指标则是观测到的 RSLR 率。案例研究一以定量方式展示了水管理机构如何在功能上实施现有的 DAPP。案例研究二(海景污水处理厂)的建模表明,26 厘米和 56 厘米的 RSLR 是关键阈值。在高排放情景下,26 厘米的 RSLR 之后可能会发生有害洪水,最早可能发生在 2040 年。在 RSLR 上升 56 厘米后,工厂资产可能被淹没,最早可能发生在 2060 年。建模显示,改变工厂布局可使工厂在其设计寿命内(直至 2080 年)继续留在现场。我们开发了五种适应原型--一系列适应行动,以实现保持服务水平和避免污水处理厂被淹没的绩效目标。七步法是一种对 DAPP 进行压力测试、量化信号、触发器和适应阈值以及模拟一系列情景下 DAPP 实施情况的方法。这有助于在未来不确定的情况下为污水基础设施资产做出更稳健的决策。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Planning for wastewater infrastructure adaptation under deep uncertainty
Infrastructure in low-lying coastal areas faces challenges from climate change, sea level rise, and the impact of compound hazards. Dynamic adaptive pathways planning (DAPP) is increasingly being applied as a way of planning under deep uncertainty. Stress testing for robustness is an integral part of DAPP which provides decision-makers with confidence. We outline a seven-step approach—combining scoping workshops, systems mapping, DAPP, exploratory modelling, robust decision-making, real options analysis and validation workshops—to support decision-making for infrastructure in low-lying coastal areas. We apply the seven steps to two wastewater treatment plant (WWTP) case studies in New Zealand to quantify indicators, signals, triggers and adaptation thresholds within DAPP plans and to identify adaptation pathways that are robust against future uncertainty. Case study one focuses on the implementation of an existing DAPP at Helensville WWTP. Our modelling enabled the challenge of quantifying indicators for adaptation thresholds and triggers to be overcome. We show that an adaptation threshold occurs at 31 cm of RSLR, the trigger point is sufficient lead time to enable relocation, and the indicator is the rate of observed RSLR. Case study one demonstrates in a quantitative way how an existing DAPP can be functionally implemented by a water management agency. Modelling for case study two, the Seaview WWTP, showed that 26 cm and 56 cm of RSLR are key thresholds. Nuisance flooding may occur after 26 cm of RSLR, which could happen as early as 2040 under a high emissions scenario. Inundation of plant assets may occur after 56 cm of RSLR, which could occur as early as 2060. Modelling showed that implementing changes to plant layout would allow the plant to remain on site for its design life (until 2080). Five adaptation archetypes were developed—sequences of adaptive actions that achieve the performance objective of continuing levels of service and avoid inundation of WWTPs. The seven-step approach is a way to stress-test a DAPP, to quantify signals, triggers and adaptation thresholds and to simulate implementation of a DAPP under a range of scenarios. This can facilitate more robust decision-making for wastewater infrastructure assets under future uncertainty.
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来源期刊
Frontiers in Climate
Frontiers in Climate Environmental Science-Environmental Science (miscellaneous)
CiteScore
4.50
自引率
0.00%
发文量
233
审稿时长
15 weeks
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