Difference between revisions of "Talk:Enhanced Grass Swale Design Guide"
Jump to navigation
Jump to search
(Created page with "{| class="wikitable" ! !! !! !! !! Canada !! !! !! US !! !! !! !! !! !! !! !! !! |- | Enhanced grass swales || || || || CVC+TRCA || Toronto- 2016 || LID-SWM...") |
|||
Line 1: | Line 1: | ||
− | {| class="wikitable" | + | {| class="wikitable" style="width: 175%; height: 200px;" |
− | ! | + | |- |
+ | !colspan="2" style="background:white; color:black"| LID Practice | ||
+ | !colspan="3" style="background: orange; color: black"|CANADA | ||
+ | !colspan="10" style="background: brown; color: white"|United States | ||
|- | |- | ||
− | | | + | !colspan="2" style="backgroung=green; color:white"|Bioretention|| CVC+TRCA (Factsheets-2010)<ref> http://www.creditvalleyca.ca/wp-content/uploads/2012/02/lid-swm-guide-apdxa-enhanced-grass-swales.pdf</ref>|| Toronto- 2016 || LID-SWM Guide 2010<ref> http://www.creditvalleyca.ca/wp-content/uploads/2014/04/LID-SWM-Guide-v1.0_2010_1_no-appendices.pdf</ref>|| New York State SWM Design Manual-2015 || Massachusets SW BMP-2013 || District of Columbia-SWM Guidebook-2010 || San Diego LID Handbook-2014 || Alabama LID Handbook-2013 || W. Virginia-SWM design guidance manual-2012 || Tennessee-LID Development-SWM 2016 || Texas-LID Technical Guidance Manual-2013 || Oregon SWM Manual-2014 || Oregon State Univ. Fact Sheets-2011 |
+ | |||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"| '''Swale length between culverts''' |
+ | | >= 5 || >= 5 || >= 5 || || || || Can amend with 2" of soil media or plant-derived compost to increase infiltration || < 5 acres, capture runoff from 10-20% of the IPCDA, soil could also be 50/50 sand soil mix instead of bioretention media || Compost amendments over full length and width || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"| '''Max. Velocity For 4 hr. 25 mm(Chicago)''' |
+ | | 0.5 m/s || 0.5 m/s || 0.5 m/s || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"| '''Setback from building Foundation(m)''' |
+ | | 4 || || 4 || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''(Impervious drainage/treatment) area''' |
+ | | 5:1 to 10:1 || || 5:1 to 10:1 || CDA < 5 acres and WQV peak flow < 3 cfs || || CDA < 2.5 acres || || || || || || CDA <15000 ft2 || | ||
|- | |- | ||
− | | ( | + | |colspan="2" style="color:red; text-align: left"|'''longitudinal slope''' |
+ | | (0.5-4.0)%,check dam for >3% || (0.5-4.0)%,check dam for >3% || (0.5-6.0) %, check dam for >3% || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''Bottom width (m)''' |
+ | | 0.75-3.0 || 0.75-3.0 || 0.75-3.0 || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"| '''Length''' |
+ | | >= contributing roadway length || || || || || || || || || || || || | ||
|- | |- | ||
− | |||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''Flow depth (mm) (25 mm Chicago storm event)''' |
+ | | max 100 (25 mm storm) || max 100 (25 mm storm) || max 100 (25 mm storm) || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''Side slope (H:V)''' |
+ | | Max. 2.5:1 , 4:1 where space permits|| Max. 2.5:1 , 4:1 is prefered || Max. 2.5:1 , 4:1 where space permits || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |
+ | |colspan="2" style="color:red; text-align: left"| '''Soil Amendments''' | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align: right"|depth (mm) |
+ | |300 || 300 || 300 || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align: right"|Oganic content |
+ | |8-15% by weight || 8-15% by weight || 8-15% by weight || || || || || 3-15% || 5-10 % || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''Grass height (mm)''' |
+ | |75-150 || 150 || || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"| '''Gravel diaphram''' |
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align: right"| Diameter (mm) |
+ | || || || || 3-10 || || 3-10 || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align: right"|Min. Wide (mm) |
+ | |300 || || 300 || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align: right"|Min. Deep (mm) |
+ | |600 || || 600 || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''Available space of the contributing drainage area (%) ''' |
+ | | 5-15 || || 5-15 || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''Depth between the bottom of the swale and high water table (m)''' |
+ | |>= 1 || || >= 1 || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''Enhanced grass swales area/contributing road surface''' |
+ | |1:1 || || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''Drainage time of ponded water after the end of storm event , hr''' |
+ | |< = 24 || || || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''CDA or Impervious ratio''' |
+ | || || || || || || || || || < 5 acres || < 2.5 acres || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:red; text-align: left"|'''Filter Media''' |
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align: right| Sand |
+ | || || || || || 50% || || || 85-88% || || 70-85 % || || 66% || 60% | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align: right|Loam |
+ | || || || || || 50% || || || || || || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align: right|Soil Fines |
+ | || || || || || || || || 8-12% || || 10-20% (silt), max. 10% (clay) || || || | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align:right |Organic |
+ | || || || || || || || || || || 5-10 % || > 5% otherwise amend 2" with media || 33% || 40% | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align: right| CEC |
+ | || || || || || || || || || || > 10 || || || > 5 | ||
|- | |- | ||
− | | | + | |colspan="2" style="color:black; text-align: right|pH |
− | + | || || || || || || || || || || || || || 5.5-7.5 | |
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | | | ||
− | |||
− | |||
|} | |} |
Revision as of 19:16, 3 October 2017
LID Practice | CANADA | United States | |||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Bioretention | CVC+TRCA (Factsheets-2010)[1] | Toronto- 2016 | LID-SWM Guide 2010[2] | New York State SWM Design Manual-2015 | Massachusets SW BMP-2013 | District of Columbia-SWM Guidebook-2010 | San Diego LID Handbook-2014 | Alabama LID Handbook-2013 | W. Virginia-SWM design guidance manual-2012 | Tennessee-LID Development-SWM 2016 | Texas-LID Technical Guidance Manual-2013 | Oregon SWM Manual-2014 | Oregon State Univ. Fact Sheets-2011 | ||||
Swale length between culverts | >= 5 | >= 5 | >= 5 | Can amend with 2" of soil media or plant-derived compost to increase infiltration | < 5 acres, capture runoff from 10-20% of the IPCDA, soil could also be 50/50 sand soil mix instead of bioretention media | Compost amendments over full length and width | |||||||||||
Max. Velocity For 4 hr. 25 mm(Chicago) | 0.5 m/s | 0.5 m/s | 0.5 m/s | ||||||||||||||
Setback from building Foundation(m) | 4 | 4 | |||||||||||||||
(Impervious drainage/treatment) area | 5:1 to 10:1 | 5:1 to 10:1 | CDA < 5 acres and WQV peak flow < 3 cfs | CDA < 2.5 acres | CDA <15000 ft2 | ||||||||||||
longitudinal slope | (0.5-4.0)%,check dam for >3% | (0.5-4.0)%,check dam for >3% | (0.5-6.0) %, check dam for >3% | ||||||||||||||
Bottom width (m) | 0.75-3.0 | 0.75-3.0 | 0.75-3.0 | ||||||||||||||
Length | >= contributing roadway length | ||||||||||||||||
Flow depth (mm) (25 mm Chicago storm event) | max 100 (25 mm storm) | max 100 (25 mm storm) | max 100 (25 mm storm) | ||||||||||||||
Side slope (H:V) | Max. 2.5:1 , 4:1 where space permits | Max. 2.5:1 , 4:1 is prefered | Max. 2.5:1 , 4:1 where space permits | ||||||||||||||
Soil Amendments | |||||||||||||||||
depth (mm) | 300 | 300 | 300 | ||||||||||||||
Oganic content | 8-15% by weight | 8-15% by weight | 8-15% by weight | 3-15% | 5-10 % | ||||||||||||
Grass height (mm) | 75-150 | 150 | |||||||||||||||
Gravel diaphram | |||||||||||||||||
Diameter (mm) | 3-10 | 3-10 | |||||||||||||||
Min. Wide (mm) | 300 | 300 | |||||||||||||||
Min. Deep (mm) | 600 | 600 | |||||||||||||||
Available space of the contributing drainage area (%) | 5-15 | 5-15 | |||||||||||||||
Depth between the bottom of the swale and high water table (m) | >= 1 | >= 1 | |||||||||||||||
Enhanced grass swales area/contributing road surface | 1:1 | ||||||||||||||||
Drainage time of ponded water after the end of storm event , hr | < = 24 | ||||||||||||||||
CDA or Impervious ratio | < 5 acres | < 2.5 acres | |||||||||||||||
Filter Media | |||||||||||||||||
Sand | 50% | 85-88% | 70-85 % | 66% | 60% | ||||||||||||
Loam | 50% | ||||||||||||||||
Soil Fines | 8-12% | 10-20% (silt), max. 10% (clay) | |||||||||||||||
Organic | 5-10 % | > 5% otherwise amend 2" with media | 33% | 40% | |||||||||||||
CEC | > 10 | > 5 | |||||||||||||||
pH | 5.5-7.5 |