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[[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:
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{{plainlist|
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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)
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*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
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*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>
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{{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
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*n = The number of occupants}}
    
Then the following calculations are based upon two criteria:
 
Then the following calculations are based upon two criteria:
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