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Table 4 Comparison of measured versus theoretical loadings per catchment for the sampled 2019 ice-free SW season (June–August)

From: Assessment of stormwater discharge contamination and toxicity for a cold-climate urban landscape

 

Land use area (km2)

Seasonal SW volume (103 m3)

Measured seasonal loading (kg)

Theoretical seasonal loading (kg)

TSS

COD

Cu

Ni

Pb

Zn

PAHs

TSS

COD

Cu

Ni

Pb

Zn

PAHs

Wanuskewin Rd

25.5

1216

264,330 ± 211,021

565,293 ± 450,796

48.9 ± 50.5

8.15 ± 14.1

1.55 ± 1.61

546 ± 120

0.77 ± 0.52

345,189 ± 250,796

156,735 ± 67,511

121 ± 81.6

39.2 ± 12.4

224 ± 204

428 ± 294

1.09 ± 0.31

SCB E

24.6

1567

350,679 ± 197,142

443,541 ± 498,276

68.5 ± 76.1

13.6 ± 23.5

2.66 ± 1.76

375 ± 200

3.10 ± 3.73

362,769 ± 258,577

167,340 ± 71,554

109 ± 68.0

41.3 ± 14.9

214 ± 193

453 ± 313

1.33 ± 0.34

SCB W

9.58

757

38,158 ± 22,205

124,225 ± 97,227

54.0 ± 55.7

1.39 ± 1.43

3.55 ± 2.31

143 ± 80.6

0.59 ± 0.38

194,226 ± 138,684

89,451 ± 36,241

61.8 ± 35.6

21.3 ± 8.76

119 ± 106

239 ± 173

0.69 ± 0.04

17th St. W.

8.99

697

330,369 ± 286,392

655,420 ± 611,534

26.7 ± 17.1

5.13 ± 5.57

1.49 ± 0.73

118 ± 25.3

0.43 ± 0.46

125,815 ± 89,836

60,563 ± 24,537

38.5 ± 22.2

15.3 ± 6.3

74.5 ± 66.2

165 ± 119

0.47 ± 0.03

14th St. E.

3.18

223

53,097 ± 43,049

109,903 ± 121,122

7.58 ± 7.84

1.05 ± 1.24

0.42 ± 0.16

42.4 ± 12.1

0.17 ± 0.15

45,586 ± 32,256

22,174 ± 9,280

13.0 ± 7.84

5.64 ± 2.08

25.6 ± 23.1

58 ± 40.2

0.17 ± 0.02

MacPherson Ave

1.47

103

23,642 ± 22,043

60,653 ± 69,697

4.25 ± 4.84

0.52 ± 0.72

0.14 ± 0.05

22.0 ± 9.29

0.05 ± 0.7

21,073 ± 15,614

10,250 ± 4,724

6.0 ± 4.24

2.61 ± 0.75

11.9 ± 11.0

27 ± 17.7

0.08 ± 0.00

23rd St. W.

2.73

259

135,986 ± 110,662

160,338 ± 204,452

13.9 ± 15.4

3.54 ± 6.13

0.53 ± 0.24

54.9 ± 38.6

0.47 ± 0.17

63,584 ± 47,564

29,467 ± 11,253

21.7 ± 16.1

7.26 ± 1.23

40.5 ± 37.3

79 ± 56.9

0.22 ± 0.14

  1. Measured seasonal loading was calculated by averaging measured concentrations of the indicated parameters to obtain a seasonal mean concentration per catchment. Seasonal SW volumes were calculated from local rain gauge data (see “Methods” and “Land use management” sections). Mass loading values were obtained using estimated seasonal runoff and compared to the sums of theoretical catchment loads. Parameters were selected for direct comparison with theoretical values