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Where:
Qm = backwater affected discahrgedischarge
Qr = reference discharge
Fm = measured fall
Fr = reference fall
p = power, with 0.4 < p < 0.6
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In this method the reference fall Fr is taken as a constant. A special case of the constant-fall method is the unit-fall method, where Fr = 1m is applied. In the computational procedure a value for Fr is assumed. Then a rating curve is fitted to the values:
normal fall method
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In this method the reference fall (Fr) is modelled as a funtion of the water level; Fr = f(h). This funtion is represented by a parabola:
In Fews you should specify the a, b and c parameters and also a value of hmin, below which the backwater correction is not valid.
Rating Curve Table
ratingCurveTable this allows you to simply enter the pairs of q and h values.
Code Block |
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</ratingCurve> <ratingCurve ratingCurveId="TheBigRiver"> <location> <locationId>X1123</locationId> </location> <ratingCurveType>LevelToFlow</ratingCurveType> <reversible>true</reversible> <ratingCurveTable> <ratingCurveTableRecord flow="0.100" level="0.054"/> <ratingCurveTableRecord flow="0.500" level="0.155"/> <ratingCurveTableRecord flow="1.000" level="0.244"/> <ratingCurveTableRecord flow="1.479" level="0.317"/> </ratingCurveTable> </ratingCurve> |
Rating Curve Equation
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008