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→Determine the required surface area of the storage reservoir
Line 141:
Line 141:
For practices with no underdrain:
For practices with no underdrain:
<math>A_{r}=V_{i}/[d_{i}+(f'\times D)]</math>
<math>A_{r}=V_{i}/[d_{i}+(f'\times D)]</math>
+{{Plainlist|1=Where:
+*V<sub>i</sub> = Infiltration volume target for the design storm event (m<sup>3</sup>)
+*d<sub>i</sub> = Infiltration water storage depth of the practice (m), see equations above to calculate for with and without underdrain designs.
+*f' = Design infiltration rate of the underlying native soil (m/h)
+*D= Duration of design storm (h)
==Calculate peak flow rates==
==Calculate peak flow rates==