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http://dx.doi.org/10.15681/KSWE.2016.32.6.562

The Effect of Connected Bioretention on Reduction of Surface Runoff in LID Design  

Jeon, Ji-Hong (Department of Environmental Engineering, Andong National University)
Seo, Seong-Cheol (Aquatic Ecosystem Conservation Department, Environmental Management Corporation)
Park, Chan-Gi (Department of Rural Construction Engineering, Kongju National University)
Publication Information
Journal of Korean Society on Water Environment / v.32, no.6, 2016 , pp. 562-569 More about this Journal
Abstract
Recently, Low Impact Development (LID) is being used in Korea to control urban runoff and nonpoint source pollution. In this study, we evaluated the reduction of surface runoff from a study area, as the effect of connecting three bioretention as LID-BMP. Surface runoff and storage volume of bioretention is estimated by the Curve Number (CN) method. In this study, the storage volume of bioretention is divided by the volume of surface runoff and precipitation which directly enters the bioretention. The ratio of captured surface runoff volume to storage volume is highly influenced by the ratio of drainage area to surface area of bioretention. The high bioretention surface area-to-drainage area ratio captures more surface runoff. The ratio of 1.2 captures 51~54% of the total surface runoff, ranging from 5-30cm of bioretention depth; a ratio of 6.2 captures 81~85%. Three connected bioretentions could therefore captures much more runoff volume, ranging from $35.8{\sim}167.3m^3$, as compared to three disconnected bioretentions at their maximum amount of precipitation with non-effluent from the connecting three bioretentions. Hence, connecting LID-BMPs could improve the removal efficiencies of surface runoff volume and nonpoint source pollution.
Keywords
Low impact development; Stormwater management; Bioretention; Best management practices (BMPs); Connecting LID-BMPs;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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1 Ahiablame, L. M., Engel, B. A., and Chaubey, I. (2012b). Representation and Evaluation of Low Impact Development Practices with L-THIA-LID: An Example for Site Planning, Environment and Pollution, 1(2), pp. 1.
2 Arnold, J. G. and Allen, P. M. (1999). Validation of Automated Methods for Estimating Baseflow and Groundwater Recharge from Streamflow Records, Journal of the American Water Resources Association, 35(2), pp. 411-424.   DOI
3 Choi, H. S., Kim, D. H., and Jo, S. Y. (2010). Application and Effects of Low Impact Development in Urban Regeneration of Waterfront Areas, KEI research report 2010-16, Korea Environment Institute, pp. 1-187. [Korean Literature]
4 Donigian, Jr., A. S. (2000). HSPF Training Workshop Handbook and CD. Lecture #19, Calibration and Verification Issue, Slide #L19-22. EPA Headquarters, Washington Information Center, 10-14 January, 2000, Presented and prepared for U.S. EPA, Office of Water, Office of Science and Technology, Washington, D.C. USA.
5 Donigian, Jr., A. S. (2002). Watershed Model Calibration and Validation: The HSPF Experience, National TMDL Science and Policy Specialty Conference 2002, Water Environment Federation, Phoenix, Arizona.
6 Duan, Q., Sorooshian, S., and Gupta, V. K. (1992). Effective and Efficient Global Optimzation for Conceptual Rainfall-Runoff Models, Water Resource Research, 28(1), pp. 1015-1031.   DOI
7 Ahiablame, L. M., Engel, B. A., and Chaubey, I. (2012a). Effectiveness of Low Impact Development Practices: Literature Review and Suggestions for Future Research, Water, Air, & Soil Pollution, 223(7), pp. 4253-4273.   DOI
8 Eckhardt, K. (2005). How to Construct Recursive Digital Filters for Baseflow Separation, Hydrological Processes, 19(2), pp. 507-515.   DOI
9 Holland, J. H. (1975). Adaptation in Natural and Artificial system, University of Michigan Press, Ann Arbor, MI.
10 Jeon, J. H., Choi, D. H., and Kim, T. D. (2009). LIDMOD Development for Evaluating Low Impact Development and Its Applicability to Total Maximum Daily Loads, Journal of Korean Society on Water Environment, 25(1), pp. 58-68. [Korean Literature]
11 Jeon, J. H., Choi, D. H., Na, E. H., Park, C. G., and Kim, T. D. (2010). LIDMOD2 Development for Evaluation of LID/BMPs, Journal of Korean Society of Environmental Engineers, 26(3), pp. 432-438. [Korean Literature]
12 Jeon, J. H., Lim, K. J., and Engel, B. A. (2014a). Regional Calibration of SCS-CN L-THIA Model: Application for Ungauged Basins, Water, 6(5), pp. 1339-1359.   DOI
13 Jeon, J. H., Park, C. G., and Engel, B. A. (2014b). Comparison of Performace Between Genetic Algorithm and SCE-UA for Calibration of SCS-CN Surface Runoff Simulation, Water, 6(11), pp. 3433-3456.   DOI
14 Kim, D. H. and Choi, H. S. (2013). The Planning Process and Simulation for Low Impact Development (LID) in Waterfront Area, Journal of Environmental Policy, 12(1), pp. 37-58. [Korean Literature]   DOI
15 Prince George's County (PGCo). (1999). Low-impact Development Hydrologic Analysis, Maryland: Department of Environmental Resources, Prince George's County.
16 Kim, J. J., Kim, T. D., Choi, D. H., and Jeon, J. H. (2011). Design of Structural BMPs for Low Impact Development (LID) Application and Modelling Its Effect on Reduction of Runoff and Nonpoint Source Pollution: Application of LID MOD2, Journal of Korean Society of Environmental Engineers, 27(5), pp. 580-586.
17 Kuczera, G. (1997). Efficient Subspace Probabilistic Parameter Optimization for Catchment Models, Water Resources Research, 31(1), pp. 177-185.
18 Lim, K. J., Engel, B. A., Tang, Z., Choi, J., Kim, K. S., Muthukrishnan, S., and Tripathy, D. (2005). Automated Web GIS Based Hydrograph Analysis Tool, WHAT1, Journal of the American Water Resources Association, 41(6), pp. 1407-1416.   DOI
19 Nelder, J. A. and Mead, R. (1965). A Simplex Method for Function Minimization, Computer Journal, 7, pp. 308-313.   DOI