Optimizing green infrastructure placement under precipitation uncertainty
Abstract
Increased urbanization, infrastructure degradation, and climate change threaten to overwhelm stormwater systems across the nation, rendering them ineffective. Green Infrastructure (GI) practices are low cost, low regret strategies that can contribute to urban runoff management. However, questions remain as to how to best distribute GI practices through urban watersheds given precipitation uncertainty and the variable hydrological responses to them. We develop stochastic programming models to determine the optimal placement of GI practices across a set of candidate locations in a watershed to minimize the total expected runoff under medium-term precipitation uncertainties. Specifically, we first develop a two-stage stochastic programming model. Next, we reformulate this model using perturbed parameters to reduce the requisite computational time and extend it to multi-stage. In addition, we introduce constraints that allow for incorporating sub-catchment-level runoff reduction considerations. Furthermore, we account for hydrological connectivity in the watershed using an underlying acyclic connectivity graph of sub-catchments and incorporate various practical considerations into the models. In addition, we develop a systemic approach to downscale the existing daily precipitation projections into hourly units and efficiently estimate the corresponding hydrological responses. These advancements are brought together in a case study for an urban watershed in a mid-sized city in themore »
- Authors:
-
- Northwestern Univ., Evanston, IL (United States)
- Univ. of Tennessee, Knoxville, TN (United States)
- Univ. of Tennessee, Knoxville, TN (United States); Oak Ridge National Lab. (ORNL), Oak Ridge, TN (United States)
- Publication Date:
- Research Org.:
- Oak Ridge National Lab. (ORNL), Oak Ridge, TN (United States)
- Sponsoring Org.:
- USDOE; National Science Foundation (NSF)
- OSTI Identifier:
- 1785182
- Grant/Contract Number:
- AC05-00OR22725; CMMI-1634975
- Resource Type:
- Accepted Manuscript
- Journal Name:
- Omega
- Additional Journal Information:
- Journal Volume: 100; Journal ID: ISSN 0305-0483
- Publisher:
- Elsevier
- Country of Publication:
- United States
- Language:
- English
- Subject:
- 54 ENVIRONMENTAL SCIENCES; green infrastructure; urban resilience; stochastic programming; chance constraint; climate change
Citation Formats
Barah, Masoud, Khojandi, Anahita, Li, Xueping, Hathaway, Jon, and Omitaomu, OluFemi. Optimizing green infrastructure placement under precipitation uncertainty. United States: N. p., 2021.
Web. doi:10.1016/j.omega.2020.102196.
Barah, Masoud, Khojandi, Anahita, Li, Xueping, Hathaway, Jon, & Omitaomu, OluFemi. Optimizing green infrastructure placement under precipitation uncertainty. United States. https://doi.org/10.1016/j.omega.2020.102196
Barah, Masoud, Khojandi, Anahita, Li, Xueping, Hathaway, Jon, and Omitaomu, OluFemi. Wed .
"Optimizing green infrastructure placement under precipitation uncertainty". United States. https://doi.org/10.1016/j.omega.2020.102196. https://www.osti.gov/servlets/purl/1785182.
@article{osti_1785182,
title = {Optimizing green infrastructure placement under precipitation uncertainty},
author = {Barah, Masoud and Khojandi, Anahita and Li, Xueping and Hathaway, Jon and Omitaomu, OluFemi},
abstractNote = {Increased urbanization, infrastructure degradation, and climate change threaten to overwhelm stormwater systems across the nation, rendering them ineffective. Green Infrastructure (GI) practices are low cost, low regret strategies that can contribute to urban runoff management. However, questions remain as to how to best distribute GI practices through urban watersheds given precipitation uncertainty and the variable hydrological responses to them. We develop stochastic programming models to determine the optimal placement of GI practices across a set of candidate locations in a watershed to minimize the total expected runoff under medium-term precipitation uncertainties. Specifically, we first develop a two-stage stochastic programming model. Next, we reformulate this model using perturbed parameters to reduce the requisite computational time and extend it to multi-stage. In addition, we introduce constraints that allow for incorporating sub-catchment-level runoff reduction considerations. Furthermore, we account for hydrological connectivity in the watershed using an underlying acyclic connectivity graph of sub-catchments and incorporate various practical considerations into the models. In addition, we develop a systemic approach to downscale the existing daily precipitation projections into hourly units and efficiently estimate the corresponding hydrological responses. These advancements are brought together in a case study for an urban watershed in a mid-sized city in the U.S., where we perform sensitivity analyses, evaluate the importance of the considered constraints, and provide insights.},
doi = {10.1016/j.omega.2020.102196},
journal = {Omega},
number = ,
volume = 100,
place = {United States},
year = {Wed Jan 13 00:00:00 EST 2021},
month = {Wed Jan 13 00:00:00 EST 2021}
}
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