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→Calculations for Load Based Performance
==Calculations for Load Based Performance==
==Calculations for Load Based Performance==
Treatment performance of facilities designed to reduce runoff volumes would be calculated based on their capacity to reduce water quality loads, as seen below:
Treatment performance of facilities designed to reduce runoff volumes would be calculated based on their capacity to reduce water quality loads, as seen below:
===Equation 1:===
<math>R_{L}=\frac{100(A_{L} - B_{L})}{A_L}</math>
{{Plainlist|1=Where:
*''R<sub>L</sub>'' = Removal Efficiency (%)
*''A<sub>L</sub>'' = storm influent concentration x storm influent volume (mg/L x L)
*''B<sub>L</sub>'' = storm effluent concentration x storm effluent volume (mg/L x L)}}
===Equation 2:===
<math>R_{L}=\frac{100(A - B}{A}</math>
{{Plainlist|1=Where:
*''R'' = Removal Efficiency (%)
*''A'' = Flow proportioned influent concentration (mg/L)
*''B'' = Flow proportioned effluent concentration (mg/L)}}
==References==
==References==