Change in Storage Volumes
Change in Storage Volumes of water storage bodies on the stream is the difference of water incoming and outgoing.
Symbol: ΔSv
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Constant K
Constant K is for the catchment to be determined by flood hydrograph characteristics of the catchment.
Symbol: K
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Coefficient x in the Equation
Coefficient x in the Equation of maximum intensity of rainfall in general form in the Muskingum Equation is known as the weighing factor.
Symbol: x
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Inflow at the End of Time Interval
Inflow at the End of Time Interval is the amount of water entering a body of water at the end of the time.
Symbol: I2
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value should be greater than 0.
Inflow at the Beginning of Time Interval
Inflow at the Beginning of Time Interval is the amount of water entering a body of water at the start of the time.
Symbol: I1
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value should be greater than 0.
Outflow at the End of Time Interval
Outflow at the End of Time Interval is the removal of water from the hydrological cycle at the end of the time.
Symbol: Q2
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value should be greater than 0.
Outflow at the Beginning of Time Interval
Outflow at the Beginning of Time Interval is the removal of water from the hydrological cycle at the start of the time.
Symbol: Q1
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value should be greater than 0.