Fig. 1. Flow chart.
Fig. 2. Study area.
Fig. 3. SWMM-Matlab linking module.
Fig. 4. Observed stormwater depth and TP load.
Fig. 5. Result of stormwater optimization.
Fig. 6. Result of TP load optimization.
Fig. 7. Stormwater interception ratio with various local rainfall properties.
Fig. 8. Load capture ratio with various local rainfall properties.
Fig. 9. Load capture ratio for change of depth of each layer.
Fig. 10. Load capture ratio for hydraulic conductivity of native soil.
Fig. 11. Comparison between new and existing load capture ratio.
Fig. 12. Load capture ratio for stormwater interception ratio.
Table 1. Used parameters of Bio-retention cell (Choi et al., 2017)
Table 2. Depth of each layer used in sensitivity analysis
Table 3. Optimized parameters related to stormwater
Table 4. Optimized parameters related to water quality (TP)
참고문헌
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