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Engineering Hydrology
Constant K in Flood Routing Formulas
Constant K is for the catchment to be determined by flood hydrograph characteristics of the catchment. And is denoted by K.
Flood Routing formulas that make use of Constant K
f
x
Total Wedge Storage in Channel Reach
Go
f
x
Equation for Linear Storage or Linear Reservoir
Go
f
x
Outflow given Linear Storage
Go
f
x
Storage in Beginning of Time Interval
Go
f
x
Storage during end of time interval in Muskingum method of Routing
Go
f
x
Muskingum Equation
Go
f
x
Change in Storage in Muskingum Method of Routing
Go
f
x
Equation for Inflow from Continuity Equation
Go
f
x
Outflow in First Reservoir
Go
f
x
Outflow in Second Reservoir
Go
f
x
Outflow in Third Reservoir
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
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Second 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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