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|  | #A design rainfall depth is to be captured entirely by the RWH system. |  | #A design rainfall depth is to be captured entirely by the RWH system. | 
|  | #The average annual demand (D) is greater than the average annual yield (Y) from the catchment.   |  | #The average annual demand (D) is greater than the average annual yield (Y) from the catchment.   | 
| − | When Y<sub>0.05</sub>/ D<sub>0.05</sub> < 0.33, the storage volume required can be estimated: | + |   | 
| − | <br><strong>V<sub>S</sub>= A × C<sub>vol</sub> × R<sub>d</sub> × e</strong>
 | + | {{textbox|{{plainlist| | 
| − | <br>V<sub>S</sub>= Storage volume required (L)
 | + | *When Y<sub>0.05</sub>/ D<sub>0.05</sub> < 0.33, the storage volume required can be estimated: | 
| − | <br>A= The catchment area (m<sup>2</sup>)
 | + | *<strong>V<sub>S</sub> = A × C<sub>vol</sub> × R<sub>d</sub> × e</strong> | 
| − | <br>C<sub>vol, E</sub>= The design storm runoff coefficient for the catchment
 | + | *V<sub>S</sub> = Storage volume required (L) | 
| − | <br>R<sub>d</sub>= The design storm rainfall depth (mm), and
 | + | *A = The catchment area (m<sup>2</sup>) | 
| − | <br>e= The efficiency of the pre-storage filter.
 | + | *C<sub>vol, E</sub> = The design storm runoff coefficient for the catchment | 
| − | /*Good catchment selection means that the runoff coefficient, for a rainstorm event (C<sub>vol, E</sub>) should be 0.9 or greater. | + | *R<sub>d</sub> = The design storm rainfall depth (mm), and | 
|  | + | *e = The efficiency of the pre-storage filter.}}}} | 
|  | + |   | 
|  | + | /*Careful catchment selection means that the runoff coefficient, for a rainstorm event (C<sub>vol, E</sub>) should be 0.9 or greater. | 
|  |            |  |            | 
|  | When 0.33 < Y<sub>0.05</sub>/ D<sub>0.05</sub>< 0.7, the total storage required can be estimated by adding Y<sub>0.05</sub>: |  | When 0.33 < Y<sub>0.05</sub>/ D<sub>0.05</sub>< 0.7, the total storage required can be estimated by adding Y<sub>0.05</sub>: |