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Abstract AI-Helper 아이콘AI-Helper

In recent years, low impact development (LID) has emerged as an effective approach to control stormwater in an urban area, and watershed and stormwater managers need modeling tools to evaluate alternative plans for controlling stormwater. This study illustrates how to design and evaluate the effect ...

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참고문헌 (20)

  1. Behera, P. K., Papa, F., and Adams, B. J. (1999). Optimization of Regional Storm Water Management System, Journal of Water Resources Planning and Management, 125(2), pp. 107-144. 

  2. Cho, S., Kang, M., Kwon, H., Lee, J., and Kim, S. (2013). Evaluation of the Effectiveness of Low Impact Development Practices in an Urban Area: Non-point Pollutant Removal Measures Using EPA-SWMM, Journal of Korean Society on Water Environment, 29(4), pp. 466-475. [Korean Literature] 

  3. Choi, C. H., Cho, S. J., Park, M. J., and Kim, S. D. (2012). Overflow Risk Analysis for Designing a Nonpoint Sources Control Detention, Water Environment Research, 84(5), pp. 434-440. 

  4. Choi, C. H., Choi, D., Lee, J. K., and Kim, S. (2011). An Hybrid Approach for Designing Detention and Infiltration-based Retentions to Promote Sound Urban Hydrologic Cycle, Journal of KSEE (Korean Society of Environmental Engineering), 33(1), pp. 1-8. [Korean Literature] 

  5. Choi, C. H., Kim, E., Kim, J. K., and Kim, S. (2011). Application of Detention and Infiltration-based Retention Hybrid Design Technique to Oncheon Stream, Journal of the Korean Society of Civil Engineering, 31(2), pp. 99-108. [Korean Literature] 

  6. Choi, C. H., Park, M., Baek, C., and Kim, S. (2011). Application of Rainwater Harvesting System Reliability Model Based on Non-parametric Stochastic Daily Rainfall Generator to Haundae District of Busan, Journal of Korean Society on Water Environment, 27(5), pp. 634-645. [Korean Literature] 

  7. Choi, D., Kim, J. K., Lee, J. K., and Kim, S. (2011). Optimal Volume Estimation for Non-point Source Control Retention Considering Spatio-Temporal Variation of Land Surface, Journal of Korean Society on Water Environment, 27(1), pp. 9-18. [Korean Literature] 

  8. Deb, K, Pratap, A., Agarwal, S., and Meyarivan, T. (2002). A Fast and Elitist Multiobjective Genetic Algorithm : NSGA-II, IEEE Transactions on Evolutionary Computation, 6(2), pp. 182-197.I 

  9. Guo, J. and Urbonas, B. (1996). Maximized Detention Volume Determined by Runoff Capture Ratio, Journal of Water Resources Planning and Management, 122(1), pp. 33-39. 

  10. Jang, S. H., Lee, J., Yoo, C., Han, S., and Kim, S. (2008). Optimal Location of Best of Best Management Practices for Storm Water Runoff Reduction, Journal of Korean Society on Water Environment, 24(2), pp. 180-184. [Korean Literature] 

  11. Jo, D. (2007). A Study on the Risk - based Local Normal CSOs Curve Designs, Journal of Korea Water Resources Association, 39(7), pp. 575-581. [Korean Literature] 

  12. Kim, S. and Han, S. (2010). Urban Stormwater Capture Curve Using Three-Parameter Mixed Exponential Probability Density Function and NRCS Runoff Curve Number Method, Water Environment Research, 82(1), pp. 43-50. 

  13. Kim, S., Lim, Y. K., Kim, J. K., Kang, D., Seo, S., and Lee, J. K. (2010). Best Site Identification for Spatially Distributed On-Site Stormwater Control Devices in an Urban Drainage System, Journal of Korean Society on Water Environment, 26(6), pp. 986-993. [Korean Literature] 

  14. Korea Environment Corporation (Keco). (2009). The Study Report of Zeroing the Feasibility for Non-point Source Pollutant in Urban Areas, Korea Environment Corporation, pp. 183-261. [Korean Literature] 

  15. Lee, J., Cho, S. J., Kim, J. K., Seo, S., and Kim, S. (2012). Development of a Simple Distributed Hydrologic Model for Determining Optimal Installation Location and Quantifying Efficiency of LID Devices for Reducing Non-point Sources, Journal of Korean Society of Hazard Mitigation, 12(4), pp. 215-223. [Korean Literature] 

  16. National Institute of Environmental Research (NIER). (2008). Technical Guideline for the TMDL (Total Maximum Daily Loads), National Institute of Environmental Research, pp. 43-45, 51-52. [Korean Literature] 

  17. National Institute of Environmental Research (NIER). (2010). Guideline for Non-point Sources Management in TMDL, National Institute of Environmental Research, pp. 23-78. [Korean Literature] 

  18. Perez-Pedini, C., Limbrunner, J., and Vogel, R. (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. 

  19. U.S. Environmental Protection Agency (USEPA). (1983). Results of the Nationwide Urban Runoff Program (NURP), Vol. 1, NTIS PB 84-185552, U.S Environmental Protection Agency, Office of Water, Washington, DC. 

  20. U.S. Environmental Protection Agency (USEPA). (2009). SUSTAIN - A Framework for Placement of Best Management Practices in Urban Watersheds to Protect Water Quality, EPA-600-R-09-095, U.S. Environmental Protection Agency. 

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