WMS:OC Losses: Difference between revisions
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Watershed outflow in Orange County is a function of losses. Examples of losses include depression storage, vegetation interception and transpiration, minor amounts of evaporation, and infiltration. Many, if not all, of these losses are affected by the land cover or soil type. | Watershed outflow in Orange County is a function of losses. Examples of losses include depression storage, vegetation interception and transpiration, minor amounts of evaporation, and infiltration. Many, if not all, of these losses are affected by the land cover or soil type. | ||
''Fm'', or the maximum loss rate, is a measurement of the effect of these losses on the [[WMS:Orange_County_Rational_Method#OC_Rational_Equation|peak flow rate]]. This value corresponds to the soil group, cover complex, and imperviousness of the drainage subarea. ''Fm'' is calculated by the following equation: ''Fm = ap * Fp'' where, | |||
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* | * ''ap'' – Pervious area fraction. | ||
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* | * ''Fp'' – Pervious loss rate. This is a function of the soil group where different values are shown in the following table: | ||
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! Width=100 |SOIL GROUP !! Width=100 |A !! Width=100 |B !! Width=100 |C !!Width=100 |D | ! Width=100 |SOIL GROUP !! Width=100 |A !! Width=100 |B !! Width=100 |C !!Width=100 |D | ||
|- Align=Center | |- Align=Center | ||
| | |''Fp'' ||.40 ||.30 ||.25 ||.20 | ||
|} | |} | ||
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==Related Topics== | ==Related Topics== | ||
* [[WMS: | * [[WMS:Orange_County_Rational_Method#OC_Rational_Equation|Orange County Equation]] | ||
{{WMSMain}} | {{WMSMain}} | ||
[[Category:OC Rational|L]] | [[Category:OC Rational|L]] | ||
[[Category:Equations|OC Losses]] |
Latest revision as of 21:34, 21 November 2023
Watershed outflow in Orange County is a function of losses. Examples of losses include depression storage, vegetation interception and transpiration, minor amounts of evaporation, and infiltration. Many, if not all, of these losses are affected by the land cover or soil type.
Fm, or the maximum loss rate, is a measurement of the effect of these losses on the peak flow rate. This value corresponds to the soil group, cover complex, and imperviousness of the drainage subarea. Fm is calculated by the following equation: Fm = ap * Fp where,
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