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| {{Clickable button|[[Media:Infiltration Sizing.xlsx|Download .xlsx calculation tool]]}} | | {{Clickable button|[[Media:Infiltration Sizing.xlsx|Download .xlsx calculation tool]]}} |
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| ==To calculate the required depth, where the area of the facility is constrained (1D)==
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| <math>d=\frac{D\left[\left( \frac{I}{P} \right )i-q \right]}{n}</math>
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| ==To calculate required depth (3D)== | | ==To calculate required depth (3D)== |
| [[file:Hydraulic radius.png|thumb|Three footprint areas of 9 m<sup>2</sup>.<br> | | [[file:Hydraulic radius.png|thumb|Three footprint areas of 9 m<sup>2</sup>.<br> |
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| <math>b=\frac{xq}{nP}</math> | | <math>b=\frac{xq}{nP}</math> |
| | | ==To calculate the required depth, where the area of the facility is constrained (1D)== |
| (The rearrangement to calculate the required footprint area of the facility for a given depth is not available at this time. Elegant submissions are invited.)
| | <math>d=\frac{D\left[\left( \frac{I}{P} \right )i-q \right]}{n}</math> |
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| ==To calculate the require facility area or footprint where the depth is constrained (1D)== | | ==To calculate the require facility area or footprint where the depth is constrained (1D)== |
| <math>P=\frac{IiD}{nd+qD}</math> | | <math>P=\frac{IiD}{nd+qD}</math> |
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| ==Infiltration of surface ponding time== | | (The rearrangement to calculate the required footprint area of the facility for a given depth using three dimensions of underground infiltration is not available at this time. Elegant submissions are invited.) |
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| | ==Time for infiltration of surface ponded water== |
| The following equation assumes that infiltration occurs primarily through the footprint of the facility. | | The following equation assumes that infiltration occurs primarily through the footprint of the facility. |
| It is best applied to calculate the limited duration ponding on the surface of [[bioretention cells]], [[bioswales]] and [[enhanced grass swales]]. | | It is best applied to calculate the limited duration ponding on the surface of [[bioretention cells]], [[bioswales]] and [[enhanced grass swales]]. |
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| <math>t=\frac{nd}{K}</math> | | <math>t=\frac{nd}{K}</math> |
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| | | ==Drawdown time to empty facility== |
| ==Drawdown time== | |
| The design of infiltration facilities should be checked for [[drawdown time]]. The target drawdown time for the internal storage of an infiltration facility is between 48-72 hours. <br> | | The design of infiltration facilities should be checked for [[drawdown time]]. The target drawdown time for the internal storage of an infiltration facility is between 48-72 hours. <br> |
| To calculate the time (''t'') to fully drain the facility: | | To calculate the time (''t'') to fully drain the facility: |