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Table III-3: Average Peak Flow Reduction and 1 Average Runoff Volume Reduction for Green
2 Infrastructure Sites (with Data Cross-Listed with Reference Article Numbers in Tables III-1 & 2)
Article
Number
First
Author Year
Green Infra.
Practice
Average Peak
Flow Percent
Reduction
Peak
Flow
Storm
Events
Volume
Runoff
Percent
Reduction
Volume
Runoff
Storm
Events
510
Jayasuriya,
L N N 2007
Pave
52 1
541
Muthanna,
T M 2007 Infil 13 3 13 3
541
Muthanna,
T M 2007 Infil 26 3 25 3
425 Birch 2004 Wetland 13.84 6
527 Line, D E 2008 Wetland 72 11 27 11
279 Hathaway 2009 Roof 88 11 64 11
527 Line, D E 2008 Wetland 77 12 9 12
526 Line, D E 2009 Infil 63.2 13 -9 13
177 Bliss 2009 Roof 30.46 13 29.38 13
526 Line, D E 2009 Infil -4 14 49 14
437 Hunt 2008 Infil 96.5 16
119 Carter 2006 Roof 55.6 31 77.2 31
264 Collins 2008 Pave 60.3 34 99.5 40
264 Collins 2008 Pave 77.1 36 98.2 40
264 Collins 2008 Pave 73.5 36 99.3 41
264 Collins 2008 Pave 67.1 36 99.9 40
279 Hathaway 2009 Roof 77 39 64 39
473 Davis, A P 2008 Infil 44 41
473 Davis, A P 2008 Infil 63 41
445 Stotz 1994 Pave 4.47 8
31 Pratt, CJ 1995 Pave 34 56
186 Duchemin 2009 Buf 34.7 19
31 Pratt, CJ 1995 Pave 37 42
379 Tapia-Silva 2006 Roof 39 45
186 Duchemin 2009 Buf 40 19
379 Tapia-Silva 2006 Roof 42 45
31 Pratt, CJ 1995 Pave 45 59
31 Pratt, CJ 1995 Pave 47 59
116 VanWoert 2005 Roof 50.4 162
59 Andersen 1999 Pave 55 30
116 VanWoert 2005 Roof 60.6 162
124 Gilbert 2006 Pave 72 52
152 Getter 2007 Roof 80.2 62
144 Bean 2007 Pave 90.06 48
122 Dreelin 2006 Pave 93 9
428 Dietz 2006 Infil 95.4 104
428 Dietz 2006 Infil 95.4 104
124 Gilbert 2006 Pave 98 52