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Engineering Hydrology
Constant n in Engineering Hydrology Formulas
Constant n is for the catchment to be determined by the effective rainfall of the catchment. And is denoted by n.
Engineering Hydrology formulas that make use of Constant n
f
x
Maximum Intensity in General Form
Go
f
x
Return Period given Maximum Intensity
Go
f
x
Duration given Maximum Intensity
Go
f
x
Outflow in nth Reservoir
Go
f
x
Ordinates of Instantaneous Unit Hydrograph representing IUH of Catchment
Go
f
x
First Moment of DRH about Time Origin divided by Total Direct Runoff
Go
f
x
First Moment of ERH about Time Origin divided by Total Effective Rainfall
Go
f
x
Second Moment of ERH about Time Origin divided by Total Excess Rainfall
Go
f
x
Second Moment of DRH about Time Origin divided by Total Direct Runoff
Go
f
x
First Moment of ERH given Second Moment of DRH
Go
f
x
First Moment of Instantaneous Unit Hydrograph or IUH
Go
f
x
Second Moment of Instantaneous Unit Hydrograph or IUH
Go
f
x
Equation for Suspended Sediment Load
Go
f
x
Soil Erodibility Factor given Suspended Sediment Load
Go
f
x
Stream Flow Discharge given Suspended Sediment Load
Go
f
x
Equation for Sediment Delivery Ratio
Go
f
x
Watershed Relief when Sediment Delivery Ratio is considered
Go
f
x
Watershed Length when Sediment Delivery Ratio is considered
Go
FAQ
What is the Constant n?
Constant n is for the catchment to be determined by the effective rainfall of the catchment.
Can the Constant n be negative?
{YesorNo}, the Constant n, measured in {OutputVariableMeasurementName} {CanorCannot} be negative.
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