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| Flows for the Orange County rational method are calculated from the following equation:
| | #redirect [[WMS:Orange_County_Rational_Method#OC_Rational_Equation]] |
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| <math> Q = 0.90(I - F_m)A </math>
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| where:
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| * <math>Q</math> – peak flow <math>(ft^3/s\mbox{ } or\mbox{ } m^3/s)</math>
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| * <math>I</math> – rainfall intensity (in/hr, mm/hr)
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| * <math>F_m</math> – maximum [[WMS:OC Losses|loss rate]], where <math>F_m = a_p * F_p</math>
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| * <math>A</math> – catchment area (acres)
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| This equation is very similar to the traditional [[WMS:Rational Method Equation|Rational Method equation]]. The term I - F<sub>m</sub> is often referred to as the effective precipitation.
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| ==Related Topics==
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| * [[WMS:OC Losses|Losses]]
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| {{WMSMain}}
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| [[Category:OC Rational|E]]
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