Changes

*''f''' = Design infiltration rate in mm/hr, and

*''f''' = Design infiltration rate in mm/hr, and

*19.2 comes from multiplying desired drainage time of 48 hours by void ratio of 0.4. Note that conceptually the drainage of the ponded area is limited by ex-filtration at the base of the practice.}}

*19.2 comes from multiplying desired drainage time of 48 hours by void ratio of 0.4. Note that conceptually the drainage of the ponded area is limited by ex-filtration at the base of the practice.}}

* Step 5: Sum total depth of bioretention and compare to available space above water table and bedrock. Adjust the reservoir depth and ponding depth if necessary.

* Step 5: Sum total depth of bioretention and compare to available space above water table and bedrock. Adjust if necessary.

==Calculate the remaining dimensions==

==Calculate the remaining dimensions==