8,255
edits
Changes
Jump to navigation
Jump to search
mLine 74:
Line 74: − <math>Q_{p} = A_{p}\times K_{sat}\times 3.6 \times 10^{-3}</math> − {{Plainlist|1=Where: − *''K<sub>sat</sub>'' is the saturated hydraulic conductivity of the filter media (mm/hr), and − *''A<sub>p</sub>'' is the area of the practice (m<sup>2</sup>).}}
→Calculate the remaining dimensions
* 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 rate (''Q<sub>p</sub>'', in L/s) through the filter media:
----
----