Line 3: |
Line 3: |
| ===Simple=== | | ===Simple=== |
| Five percent of the average annual yield can be estimated | | Five percent of the average annual yield can be estimated |
− | $$Y_{0.05} = A \times C_{vol, A}\times R_{a} \times e \times 0.05$$ | + | $$Y_{0.05} = A \times C_{vol,A}\times R_{a} \times e \times 0.05$$ |
| where: | | where: |
| {{plainlist| | | {{plainlist| |
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Line 27: |
| #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. |
| | | |
− | {{textbox|{{plainlist|
| + | *When :<math>0.33<Y_{0.05}/D_{0.05}<0.7</math>, the storage volume required can be estimated: |
− | *When Y<sub>0.05</sub>/ D<sub>0.05</sub> < 0.33, the storage volume required can be estimated: | + | <math>V_{S} = A \times C_{vol,E}\times R_{d} \times e</math> |
− | *<strong>V<sub>S</sub> = A × C<sub>vol</sub> × R<sub>d</sub> × e</strong>
| + | Where: |
− | *V<sub>S</sub> = Storage volume required (L) | + | {{plainlist| |
− | *A = The catchment area (m<sup>2</sup>) | + | *''V<sub>S</sub>'' = Storage volume required (L) |
− | *C<sub>vol, E</sub> = The design storm runoff coefficient for the catchment | + | *''A'' = The catchment area (m<sup>2</sup>) |
− | *R<sub>d</sub> = The design storm rainfall depth (mm), and | + | *''C<sub>vol,E</sub>'' = The design storm runoff coefficient for the catchment |
− | *e = The efficiency of the pre-storage filter.}}}} | + | *''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. | | *Careful catchment selection means that the runoff coefficient, for a rainstorm event (C<sub>vol, E</sub>) should be 0.9 or greater. |