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Table 7

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

Surface runoff
Peak flow
Delay of peak time
rBL/m3LID/m3RW/%BL/m3·s−1LID/m3·s−1RP/%BL/hh:mmLID/hh:mmDT/min
0.2 475,970 262,790 44.79 23.68 14.15 40.25 2:01 2:01 
0.4 474,420 261,750 44.83 24.85 14.86 40.20 2:01 2:01 
0.6 473,120 260,670 44.90 26.42 15.8 40.20 1:57 1:57 
0.8 472,160 259,690 44.80 28.62 17.07 40.36 1:56 1:56 
Surface runoff
Peak flow
Delay of peak time
rBL/m3LID/m3RW/%BL/m3·s−1LID/m3·s−1RP/%BL/hh:mmLID/hh:mmDT/min
0.2 475,970 262,790 44.79 23.68 14.15 40.25 2:01 2:01 
0.4 474,420 261,750 44.83 24.85 14.86 40.20 2:01 2:01 
0.6 473,120 260,670 44.90 26.42 15.8 40.20 1:57 1:57 
0.8 472,160 259,690 44.80 28.62 17.07 40.36 1:56 1:56 
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