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Engineering Hydrology
Constant K in Engineering Hydrology Formulas
Constant K is for the catchment to be determined by flood hydrograph characteristics of the catchment. And is denoted by K.
Engineering Hydrology formulas that make use of Constant K
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Maximum Intensity in General Form
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Return Period given Maximum Intensity
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Duration given Maximum Intensity
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Total Wedge Storage in Channel Reach
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Equation for Linear Storage or Linear Reservoir
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Outflow given Linear Storage
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Storage in Beginning of Time Interval
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Storage during end of time interval in Muskingum method of Routing
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Muskingum Equation
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Change in Storage in Muskingum Method of Routing
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Equation for Inflow from Continuity Equation
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Outflow in First Reservoir
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Outflow in Second Reservoir
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Outflow in Third Reservoir
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Outflow in nth Reservoir
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Ordinates of Instantaneous Unit Hydrograph representing IUH of Catchment
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f
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First Moment of DRH about Time Origin divided by Total Direct Runoff
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First Moment of ERH about Time Origin divided by Total Effective Rainfall
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Second Moment of ERH about Time Origin divided by Total Excess Rainfall
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Second Moment of DRH about Time Origin divided by Total Direct Runoff
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First Moment of ERH given Second Moment of DRH
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First Moment of Instantaneous Unit Hydrograph or IUH
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Second Moment of Instantaneous Unit Hydrograph or IUH
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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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