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Related PDFs (2)

Basic Equations of Flood Routing

Formulas : 16 Size : 296 kb

Hydrologic Routing

Formulas : 22 Size : 387 kb

Equation for Inflow from Continuity Equation

First Moment of DRH about Time Origin divided by Total Direct Runoff

First Moment of ERH about Time Origin divided by Total Effective Rainfall

First Moment of ERH given Second Moment of DRH

First Moment of Instantaneous Unit Hydrograph or IUH

Inflow at Beginning of Time Interval for Routing of Time-Area Histogram

Inflow Rate between Inter-Isochrone Area

Inter-Isochrone Area given Inflow

Ordinates of Instantaneous Unit Hydrograph representing IUH of Catchment

Outflow at Beginning of Time Interval for Routing of Time-Area Histogram

Outflow at End of Time Interval for Routing of Time-Area Histogram

Outflow in First Reservoir

Outflow in nth Reservoir

Outflow in Second Reservoir

Outflow in Third Reservoir

Second Moment of DRH about Time Origin divided by Total Direct Runoff

Second Moment of ERH about Time Origin divided by Total Excess Rainfall

Second Moment of Instantaneous Unit Hydrograph or IUH

Time Interval at Inter-Isochrone Area given Inflow

Function: exp, exp(Number)
n an exponential function, the value of the function changes by a constant factor for every unit change in the independent variable.
Measurement: Time in Second (s)
Time Unit Conversion
Measurement: Area in Square Meter (m²)
Area Unit Conversion
Measurement: Speed in Centimeter per Hour (cm/h)
Speed Unit Conversion
Measurement: Volumetric Flow Rate in Cubic Meter per Second (m³/s)
Volumetric Flow Rate Unit Conversion