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Updated: Jan 17, 2026

Spatial Multiobjective Optimization of Agricultural Conservation Practices using a SWAT Model and an Evolutionary Algorithm
Published on: December 9, 2012
Multi-objective phased optimization framework of gray-green-blue infrastructure for synergistic runoff control in
Huayue Li1, Qinghua Luan2, Jun Liu3
1State Key Laboratory of Water Cycle and Water Security in River Basin, Hohai University, 210024, Nanjing, China; College of Hydrology and Water Resources, Hohai University, 210024, Nanjing, China.
This study introduces a phased optimization framework for urban flood control, integrating Green-Green-Blue Infrastructure (GGBI) and pumping stations. It provides a data-efficient solution for planning in data-scarce regions.
Area of Science:
- Environmental Engineering
- Urban Planning
- Hydrology
Background:
- Gray-Green-Blue Infrastructure (GGBI) is crucial for urban flood mitigation, integrating drainage and source control.
- Conventional optimization models often neglect pumping stations due to system complexity and data demands.
- Existing hydrological models require extensive, high-quality data, limiting application in data-scarce regions.
Purpose of the Study:
- To propose a multi-objective phased optimization framework for GGBI flood control.
- To incorporate pumping station drainage flow as a dynamic variable linked to Green Infrastructure (GI) scale.
- To optimize for Annual Total Cost (ATC) and Runoff Volume Reduction Rate (RVRR) in data-limited scenarios.
Main Methods:
- Developed a two-phase optimization framework using water surface ratio and GI as decision variables.
- Phase I: Preliminary planning in data-scarce regions, determining variable ranges.
- Phase II: Spatial layout optimization using Phase I outputs as constraints.
Main Results:
- Pumping stations facilitate rapid river discharge, controlling flood levels within limited Green-Blue Infrastructure (GBI) space.
- Phase I optimization yielded specific ranges for pumping station flow, water surface ratios, and GI implementation.
- The model establishes scientific constraints for Phase II spatial optimization, enabling effective GGBI planning.
Conclusions:
- The phased optimization model offers an innovative solution for flood control in data-scarce regions.
- It transforms pumping station capacity into a dynamic variable, providing quantitative decision-making for GGBI.
- This approach supports GGBI planning under constraints of limited budgets and space.
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