| Line 2: | 
Line 2: | 
|   | [[File:Cistern Size.png|thumb|Schematic diagram of the inputs and outputs to a rainwater harvesting cistern]]  |   | [[File:Cistern Size.png|thumb|Schematic diagram of the inputs and outputs to a rainwater harvesting cistern]]  | 
|   | ===Simple===  |   | ===Simple===  | 
| − | *Five percent of the average annual yield can be estimated:  | + | {{plainlist|  | 
|   | + | o*Five percent of the average annual yield can be estimated:  | 
|   | *<strong>Y<sub>0.05</sub>= A × C<sub>vol, A</sub> × R<sub>a</sub> × e × 0.05</strong>  |   | *<strong>Y<sub>0.05</sub>= A × C<sub>vol, A</sub> × R<sub>a</sub> × e × 0.05</strong>  | 
|   | *Y<sub>0.05</sub> = Five percent of the average annual yield (L)  |   | *Y<sub>0.05</sub> = Five percent of the average annual yield (L)  | 
| Line 8: | 
Line 9: | 
|   | *C<sub>vol, A</sub> = The annual runoff coefficient for the catchment  |   | *C<sub>vol, A</sub> = The annual runoff coefficient for the catchment  | 
|   | *R<sub>a</sub> = The average annual rainfall depth (mm)  |   | *R<sub>a</sub> = The average annual rainfall depth (mm)  | 
| − | *e = The efficiency of the pre-storage filter  | + | *e = The efficiency of the pre-storage filter}}  | 
|   |  |   |  | 
|   | Filter efficiency (e) can be reasonably estimated as 0.9 pending manufacturer’s information.  |   | Filter efficiency (e) can be reasonably estimated as 0.9 pending manufacturer’s information.  | 
|   | In a study of three sites in Ontario, STEP found the annual C<sub>vol, A</sub> of the rooftops to be around 0.8 [http://www.sustainabletechnologies.ca/wp/home/urban-runoff-green-infrastructure/low-impact-development/rainwater-harvesting/performance-evaluation-of-rainwater-harvesting-systems-toronto-ontario/]. This figure includes losses to evaporation, snow being blown off the roof, and number of overflow events.<br>  |   | In a study of three sites in Ontario, STEP found the annual C<sub>vol, A</sub> of the rooftops to be around 0.8 [http://www.sustainabletechnologies.ca/wp/home/urban-runoff-green-infrastructure/low-impact-development/rainwater-harvesting/performance-evaluation-of-rainwater-harvesting-systems-toronto-ontario/]. This figure includes losses to evaporation, snow being blown off the roof, and number of overflow events.<br>  | 
|   |  |   |  | 
|   | + | {{plainlist|  | 
|   | *Five percent of the average annual demand (D<sub>0.05</sub>) can be estimated:  |   | *Five percent of the average annual demand (D<sub>0.05</sub>) can be estimated:  | 
|   | *<strong>D<sub>0.05</sub> =  P<sub>d</sub> × n × 18.25</strong>  |   | *<strong>D<sub>0.05</sub> =  P<sub>d</sub> × n × 18.25</strong>  | 
|   | *D<sub>0.05</sub> = Five percent of the average annual demand (L)  |   | *D<sub>0.05</sub> = Five percent of the average annual demand (L)  | 
|   | *P<sub>d</sub> = The daily demand per person (L)  |   | *P<sub>d</sub> = The daily demand per person (L)  | 
| − | *n = The number of occupants  | + | *n = The number of occupants}}  | 
|   |  |   |  | 
|   | Then the following calculations are based upon two criteria:  |   | Then the following calculations are based upon two criteria:  |