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→Design
<math>A_{p}=\frac{\left (RVC_T\times A_{c}\right)}{\left ( q\times t_{drawdown}\right )}</math>
<math>A_{p}=\frac{\left (RVC_T\times A_{c}\right)}{\left ( q\times t_{drawdown}\right )}</math>
{{Plainlist|1=Where:
*''RVC<sub>T/<sub>'' = Runoff volume control target (mm)
*''A<sub>c</sub>'' = Area of the catchment (m<sup>2</sup>)
*''q'' = infiltration rate (mm/hr)
*''t'' = [[draw down]] time (hrs)
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===Modeling===
===Modeling===
{{:Dry ponds: TTT}}
{{:Dry ponds: TTT}}