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Constant K in Clark's Method and Nash Model for IUH (Instantaneous Unit Hydrograph) Formulas

Constant K is for the catchment to be determined by flood hydrograph characteristics of the catchment. And is denoted by K.

Clark's Method and Nash Model for IUH (Instantaneous Unit Hydrograph) formulas that make use of Constant K

fxEquation for Inflow from Continuity Equation​Go
fxOutflow in First Reservoir​Go
fxOutflow in Second Reservoir​Go
fxOutflow in Third Reservoir​Go
fxOutflow in nth Reservoir​Go
fxOrdinates of Instantaneous Unit Hydrograph representing IUH of Catchment​Go
fxFirst Moment of DRH about Time Origin divided by Total Direct Runoff​Go
fxFirst Moment of ERH about Time Origin divided by Total Effective Rainfall​Go
fxSecond Moment of ERH about Time Origin divided by Total Excess Rainfall​Go
fxSecond Moment of DRH about Time Origin divided by Total Direct Runoff​Go
fxFirst Moment of ERH given Second Moment of DRH​Go
fxFirst Moment of Instantaneous Unit Hydrograph or IUH​Go
fxSecond Moment of Instantaneous Unit Hydrograph or IUH​Go

FAQ

What is the Constant K?
Constant K is for the catchment to be determined by flood hydrograph characteristics of the catchment.
Can the Constant K be negative?
{YesorNo}, the Constant K, measured in {OutputVariableMeasurementName} {CanorCannot} be negative.
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