| Line 20: | Line 20: | 
|  | If R is greater than 20, consider decreasing catchment impervious area (A<sub>i</sub>) by draining less area to the practice. |  | If R is greater than 20, consider decreasing catchment impervious area (A<sub>i</sub>) by draining less area to the practice. | 
|  |  |  |  | 
| − | ==Size a bioretention cell with no underdrain for constrained ground area== | + | ==Size a bioretention cell where drainage area and practice area are fixed== | 
|  | If the land area is limited, determine the I/P ratio, which is the ratio of catchment impervious area (A<sub>i</sub>) to practice pervious footprint area (A<sub>p</sub>): |  | If the land area is limited, determine the I/P ratio, which is the ratio of catchment impervious area (A<sub>i</sub>) to practice pervious footprint area (A<sub>p</sub>): | 
|  | :<math>R=\frac{A_{i}}{A_{p}}</math> |  | :<math>R=\frac{A_{i}}{A_{p}}</math> | 
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|  | *''A<sub>i</sub>'' = Catchment impervious area in m<sup>2</sup>}} |  | *''A<sub>i</sub>'' = Catchment impervious area in m<sup>2</sup>}} | 
|  |  |  |  | 
| − | Then calculate the required depth (''d<sub>T</sub>''), as: | + | Then calculate the required storage reservoir depth (''d<sub>r</sub>''), as: | 
| − | <math>d_{T}=\frac{D \left[ (R\times i)-f'\right]}{n'}</math> | + | <math>d_{r}=\frac{D \left[ (R\times i)-f'\right]}{n'}</math> | 
|  |  |  |  | 
|  | {{Plainlist|1=Where: |  | {{Plainlist|1=Where: | 
| Line 36: | Line 36: | 
|  | *''i'' = Intensity of design storm (m/h) |  | *''i'' = Intensity of design storm (m/h) | 
|  | *''f''' = Design infiltration rate (m/h)   |  | *''f''' = Design infiltration rate (m/h)   | 
| − | *''n''' = Effective porosity of the fill materials within the practice, depth weighted mean | + | *''n''' = Effective porosity of the storage reservoir fill material}} | 
| − | *''d<sub>T</sub>'' = Total depth of infiltration practice (m).}}
 |  | 
|  | These equations assume that infiltration occurs primarily through the base of the facility.   |  | These equations assume that infiltration occurs primarily through the base of the facility.   | 
| − | They may be easily applied for any shape and size of infiltration facility, in which the reservoir storage is filled with aggregate.  
 | + | <br> | 
| − |   | + | This spreadsheet tool has been set up to perform all of the infiltration practice sizing calculations shown above.<br> | 
| − | This spreadsheet tool has been set up to perform all of the infiltration BMP sizing calculations shown above<br> |  | 
|  | {{Clickable button|[[Media:Infiltration Sizing 20200525 locked.xlsx|Download the infiltration practice sizing tool]]}} |  | {{Clickable button|[[Media:Infiltration Sizing 20200525 locked.xlsx|Download the infiltration practice sizing tool]]}} | 
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