Fig. 1. Schematic of the LID technologies to control TSS and heavy metals Results and Discussion.
Fig. 2. Event mean concentrations before the LID and after the LID.
Table 3. Correlation analysis of inflow pollutant loads
Fig. 3. Relationship of a. peak flow rate, b. runoff volume and sediment load with rainfall depth.
Fig. 4. Comparison of TSS load accumulation during storm events.
Fig. 5. Relationship of accumulated pollutant load with accumulated runoff volume at selected points of storm events,
Fig. 6. Exponential relationship between pollutant removal efficiency and LID surface area to catchment area.
Table 1. Catchment and design characteristics of LID technologies
Table 2. Characteristics of monitored storm events
Table 3. Correlation analysis of inflow pollutant loads
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