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→Calculate the remaining dimensions
* 0.1 is the units correction between m<sup>3</sup> and mm.Ha.}}
* 0.1 is the units correction between m<sup>3</sup> and mm.Ha.}}
* Step 8. Divide required storage (m<sup>3</sup>) by the 1 dimensional storage (in m) to find the required footprint area (''A<sub>p</sub>'') for the bioretention in m<sup>2</sup>.
* Step 8. Divide required storage (m<sup>3</sup>) by the 1 dimensional storage (in m) to find the required footprint area (''A<sub>p</sub>'') for the bioretention in m<sup>2</sup>.
* Step 9. Calculate the peak flow rate (''Q<sub>p</sub>'', in L/s) through the filter media:
* Step 9. Calculate the peak [[flow through a perforated pipe|flow rate through the perforated pipe]],
* Step 10. Calculate the peak [[flow through filter media|flow rate through the filter media]],
* Determine if downstream [[flow control]] is required to achieve hydrologic objectives.
==Additional calculations==
==Additional calculations==