Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation Solution

STEP 0: Pre-Calculation Summary
Formula Used
Drainage Area = (Time Interval/0.83)^(1/0.2)
AD = (N/0.83)^(1/0.2)
This formula uses 2 Variables
Variables Used
Drainage Area - (Measured in Square Meter) - Drainage Area is the total surface area, where the water from rain which is not absorbed into the ground flows over the ground surface, back into streams, to finally reach that point.
Time Interval - (Measured in Day) - Time Interval from the peak in a straight-line method in days.
STEP 1: Convert Input(s) to Base Unit
Time Interval: 3 Day --> 3 Day No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
AD = (N/0.83)^(1/0.2) --> (3/0.83)^(1/0.2)
Evaluating ... ...
AD = 616.90147937882
STEP 3: Convert Result to Output's Unit
616.90147937882 Square Meter --> No Conversion Required
FINAL ANSWER
616.90147937882 616.9015 Square Meter <-- Drainage Area
(Calculation completed in 00.004 seconds)

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12 Components of a Hydrograph Calculators

Discharge at Initial Time in Alternative Form of Exponential Decay
Go Discharge at Time t=0 = Discharge at Time t/exp(-Constant 'a' for Discharge in Exponential Decay*Time)
Discharge in Alternative Form of Exponential Decay
Go Discharge at Time t = Discharge at Time t=0*exp(-Constant 'a' for Discharge in Exponential Decay*Time)
Recession Constant for Surface Storage
Go Recession Constant for Surface Storage = Recession Constant/Recession Constant for Interflow*Recession Constant for Baseflow
Recession Constant for Interflow
Go Recession Constant for Interflow = Recession Constant/Recession Constant for Surface Storage*Recession Constant for Baseflow
Recession Constant for Base Flow
Go Recession Constant for Baseflow = Recession Constant/Recession Constant for Surface Storage*Recession Constant for Interflow
Recession Constant
Go Recession Constant = Recession Constant for Surface Storage*Recession Constant for Interflow*Recession Constant for Baseflow
Storage Remaining at any Time t
Go Total Storage in Channel Reach = Discharge at Time t/Constant 'a' for Discharge in Exponential Decay
Discharge given Storage
Go Discharge at Time t = Total Storage in Channel Reach*Constant 'a' for Discharge in Exponential Decay
Discharge at Initial Time
Go Discharge at Time t=0 = Discharge at Time t/(Recession Constant^Time)
Discharge concerning Recession Constant
Go Discharge at Time t = Discharge at Time t=0*Recession Constant^Time
Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation
Go Drainage Area = (Time Interval/0.83)^(1/0.2)
Time Interval from Peak in Straight-Line method of Baseflow Separation
Go Time Interval = 0.83*Drainage Area^0.2

Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation Formula

Drainage Area = (Time Interval/0.83)^(1/0.2)
AD = (N/0.83)^(1/0.2)

What is Base Flow Separation?

Separation of the Base Flow is achieved by joining with a straight line the beginning of the surface runoff to a point on the recession limb representing the end of the direct runoff.

How to Calculate Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation?

Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation calculator uses Drainage Area = (Time Interval/0.83)^(1/0.2) to calculate the Drainage Area, The Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation formula is defined as the total surface area, upstream of a point on stream, where water from rain is not absorbed into the ground and flows over the ground surface, back into streams, to finally reach that point. Drainage Area is denoted by AD symbol.

How to calculate Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation using this online calculator? To use this online calculator for Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation, enter Time Interval (N) and hit the calculate button. Here is how the Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation calculation can be explained with given input values -> 616.9015 = (259200/0.83)^(1/0.2).

FAQ

What is Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation?
The Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation formula is defined as the total surface area, upstream of a point on stream, where water from rain is not absorbed into the ground and flows over the ground surface, back into streams, to finally reach that point and is represented as AD = (N/0.83)^(1/0.2) or Drainage Area = (Time Interval/0.83)^(1/0.2). Time Interval from the peak in a straight-line method in days.
How to calculate Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation?
The Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation formula is defined as the total surface area, upstream of a point on stream, where water from rain is not absorbed into the ground and flows over the ground surface, back into streams, to finally reach that point is calculated using Drainage Area = (Time Interval/0.83)^(1/0.2). To calculate Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation, you need Time Interval (N). With our tool, you need to enter the respective value for Time Interval and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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