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Table 6

Surface runoff, peak flow and peak time in the BL and LID scenarios under different rainfall durations

Surface runoff
Peak flow
Delay of peak time
tBL/m3LID/m3RW /%BL/m3·s−1LID/m3·s−1RP/%BL/hh:mmLID/hh:mmDT/min
2 h 474,420 261,750 44.83 24.85 14.86 40.20 2:01 2:01 
4 h 626,570 369,800 40.98 28.44 17.01 40.19 2:40 2:46 
6 h 726,720 449,930 38.09 30.83 18.47 40.09 3:24 3:32 
8 h 801,130 512,490 36.03 32.61 19.58 39.96 4:06 4:16 10 
Surface runoff
Peak flow
Delay of peak time
tBL/m3LID/m3RW /%BL/m3·s−1LID/m3·s−1RP/%BL/hh:mmLID/hh:mmDT/min
2 h 474,420 261,750 44.83 24.85 14.86 40.20 2:01 2:01 
4 h 626,570 369,800 40.98 28.44 17.01 40.19 2:40 2:46 
6 h 726,720 449,930 38.09 30.83 18.47 40.09 3:24 3:32 
8 h 801,130 512,490 36.03 32.61 19.58 39.96 4:06 4:16 10 
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