Download Clark's Method and Nash Model for IUH (Instantaneous Unit Hydrograph) PDF

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Contents of the Clark's Method and Nash Model for IUH (Instantaneous Unit Hydrograph) PDF

List of 19 Clark's Method and Nash Model for IUH (Instantaneous Unit Hydrograph) Formulas

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

Variables used in Clark's Method and Nash Model for IUH (Instantaneous Unit Hydrograph) PDF

  1. Ar Inter-Isochrone Area (Square Meter)
  2. C1 Coefficient C1 in Muskingum Method of Routing
  3. C2 Coefficient C2 in Muskingum Method of Routing
  4. I Inflow Rate (Cubic Meter per Second)
  5. I1 Inflow at the Beginning of Time Interval (Cubic Meter per Second)
  6. K Constant K
  7. M1 First Moment of the IUH
  8. M2 Second Moment of the IUH
  9. MI1 First Moment of the ERH
  10. MI2 Second Moment of the ERH
  11. MQ1 First Moment of the DRH
  12. MQ2 Second Moment of the DRH
  13. n Constant n
  14. Q Outflow Rate (Cubic Meter per Second)
  15. Q1 Outflow at the Beginning of Time Interval (Cubic Meter per Second)
  16. Q2 Outflow at the End of Time Interval (Cubic Meter per Second)
  17. Qn Outflow in the Reservoir (Cubic Meter per Second)
  18. Rdq/dt Rate of Change of Discharge
  19. Ut Ordinates of Unit Hydrograph (Centimeter per Hour)
  20. Δt Time Interval (Second)

Constants, Functions and Measurements used in Clark's Method and Nash Model for IUH (Instantaneous Unit Hydrograph) PDF

  1. 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.
  2. Measurement: Time in Second (s)
    Time Unit Conversion
  3. Measurement: Area in Square Meter (m²)
    Area Unit Conversion
  4. Measurement: Speed in Centimeter per Hour (cm/h)
    Speed Unit Conversion
  5. Measurement: Volumetric Flow Rate in Cubic Meter per Second (m³/s)
    Volumetric Flow Rate Unit Conversion

Free Clark's Method and Nash Model for IUH (Instantaneous Unit Hydrograph) PDF

Get Free Clark's Method and Nash Model for IUH (Instantaneous Unit Hydrograph) PDF for Download today. Examples are included after each Formula with a link to a live Calculator! All the Formulas and Calculators support Unit Conversion as well. This PDF features 19 calculators from Engineering Hydrology. Inside, you'll discover a list of formulas such as Equation for Inflow from Continuity Equation, Outflow in First Reservoir and 19 more formulas!. The Variables, Functions and Constants are summarized at the end. Explore and share Clark's Method and Nash Model for IUH (Instantaneous Unit Hydrograph) PDFs!

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