Fig. 1. Daily precipitation between Aug. 1 ~ 18 used for LIDMOD3 applicability.
Fig. 2. The comparisons of outflow from and infiltration in bioretention between LIDMOD3 and SWMM5.1 simulation result.
Fig. 3. Average annual runoff reduction rates according to infiltration rates and hydrologic soil group. A, B, C, and D mean hydrologic soil group A, B, C, and D, respectively.
Table 1. The dimension of bioretention
Table 2. Infiltration rate range for hydrologic soil group (Cronshey, 1986)
Table 3. The comparisons of bioretention between LIDMOD3.0 and SWMM5.1 simulation result using water budget analysis
Table 4. Annual runoff reduction rates by bioretention based on the infiltration rate
Table 5. The days required to completely empty bioretention according to hydrologic soil group
References
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