Perez-Pedini C, Limbrunner JF, Vogel RM (2005) “Optimal location of infiltration-based best management practices for storm water management,” JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 131(6) pp. 441-448
In this study, genetic algorithm is used to determine optimal places of best management practices (BMPs) in a watershed for storm water management. Especially, using hydrologic response units (HRUs) with curve number method, the impacts caused by installing infiltration-based BMPs are estimated for optimizing this multi-objective model. The result would show a Pareto frontier which is the trade-off between BMPs number and flooding in the watershed.
In the past, approaches for storm water management tended to focus on detention and retention basin and those facilities which consider storage-based BMPs. This article, however, tries to introduce infiltration approaches for the storm water management and shows the strategic integration of storage and infiltration storm water controls. Other difference with past studies is that the considered number of HRUs is much more detailed and increased in number. Another improvement in this study is the connectivity among the HRUs because multivariate regression showed failure of sufficient explanation about the influence of cell contributions at the basin outflow point in the past.
The objective of this optimization is to find the best location of installation of certain number of BMPs, which results in minimizing peak stream-flow at the watershed outlet. After making some assumption for decrease in computational time, genetic algorithm is used to solve this problem with increase in number of BMPs, the number means increasing cost as increase in BMPs install number. Then, we can get the trade-off or Pareto frontier of peak flow reduction and the BMPs cost. We can also find an interesting thing that the most results occur near major highway intersections in the study area. Another thing is that larger number of BMPs is not always inclusive of smaller BMPs solution. From some examination, the author discovered that the real optimal solution will occur when a larger BMPs solution includes all of the smaller BMP solution.
Discussion
This article is interesting because it shows a reasonable and improved approach for optimizing the best BMPs place in a watershed. Increase in BMPs grid points and use of CN approach and connectivity among the grid point are most interesting thing in this article. An advantage of using genetic algorithm for complex calculation and the inclusion resulting from increase in number of BMPs are also interesting. However, I think the budget of placing BMPs would be different at each site because each site should have various topography and land-use. If I tried to do this research, I would add the budget variable in the optimization to provide better alternatives for the storm water management.