Determining optimal locations for rainwater storage sites with the goal of reducing urban inundation damage costs
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-016-0922-6/fulltext.html
Reference18 articles.
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2. Andrés-Doménech, I., Montanari A., and Marco, J. B. (2010). “Stochastic rainfall analysis for storm tank performance evaluation.” Hydrology and Earth System Sciences, Vol. 14, No. 7, pp. 1221–1232.
3. Andrés-Doménech, I., Montanari, A., and Marco, J. B. (2012). “Efficiency of storm detention tanks for urban drainage systems under climate variability.” Journal of Water Resources Planning and Management, Vol. 138, No. 1, pp. 36–46.
4. Baek, C.W., Lee, J. H., and Paik, K. (2012). “Optimal location of basinwide constructed washlands to reduce risk of flooding.” Water and Environment Journal, Vol. 28, No. 1, pp. 52–62.
5. Behera, P. K., Papa, F., and Adams, B. J. (1999). “Optimization of regional storm-water management systems.” Journal of Water Resources Planning and Management, Vol. 125, No. 2, pp. 107–114.
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