2,683
edits
Changes
Jump to navigation
Jump to search
Line 39:
Line 39: − + + − + −
no edit summary
Where:<br>
Where:<br>
A<sub>c</sub> = A<sub>i</sub> + A<sub>p</sub>
A<sub>c</sub> = A<sub>i</sub> + A<sub>p</sub>, and
A<sub>r</sub> = A<sub>p</sub> (i.e., assumed that the water storage reservoir area and permeable pavement area are the same)
<br>
<br>
<br>
<br>
Then increase A<sub>r</sub> accordingly to keep R between 0 and 2, which reduces hydraulic loading and helps avoid premature clogging. This assumes that the water storage reservoir area and permeable pavement area are the same (A<sub>r</sub> = A<sub>p</sub>).
Then increase A<sub>r</sub> accordingly to keep R between 0 and 2, which reduces hydraulic loading and helps avoid premature clogging.
Back to [[Permeable pavements]]
Back to [[Permeable pavements]]
[[Category:Calculations]]
[[Category:Calculations]]