Time Interval from Peak in Straight-Line method of Baseflow Separation Solution

STEP 0: Pre-Calculation Summary
Formula Used
Time Interval = 0.83*Drainage Area^0.2
N = 0.83*AD^0.2
This formula uses 2 Variables
Variables Used
Time Interval - (Measured in Day) - Time Interval from the peak in a straight-line method in days.
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.
STEP 1: Convert Input(s) to Base Unit
Drainage Area: 600 Square Meter --> 600 Square Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
N = 0.83*AD^0.2 --> 0.83*600^0.2
Evaluating ... ...
N = 2.98337840955256
STEP 3: Convert Result to Output's Unit
257763.894585341 Second -->2.98337840955256 Day (Check conversion ​here)
FINAL ANSWER
2.98337840955256 2.983378 Day <-- Time Interval
(Calculation completed in 00.004 seconds)

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Created by Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
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Verified by Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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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

Time Interval from Peak in Straight-Line method of Baseflow Separation Formula

Time Interval = 0.83*Drainage Area^0.2
N = 0.83*AD^0.2

What is Base Flow Separation?

In this method the 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 Time Interval from Peak in Straight-Line method of Baseflow Separation?

Time Interval from Peak in Straight-Line method of Baseflow Separation calculator uses Time Interval = 0.83*Drainage Area^0.2 to calculate the Time Interval, The Time Interval from Peak in Straight-Line method of Baseflow Separation formula is defined as the empirical equation for the time interval in days from the peak to point B in the straight-line method of baseflow separation. Time Interval is denoted by N symbol.

How to calculate Time Interval from Peak in Straight-Line method of Baseflow Separation using this online calculator? To use this online calculator for Time Interval from Peak in Straight-Line method of Baseflow Separation, enter Drainage Area (AD) and hit the calculate button. Here is how the Time Interval from Peak in Straight-Line method of Baseflow Separation calculation can be explained with given input values -> 4E-10 = 0.83*600^0.2.

FAQ

What is Time Interval from Peak in Straight-Line method of Baseflow Separation?
The Time Interval from Peak in Straight-Line method of Baseflow Separation formula is defined as the empirical equation for the time interval in days from the peak to point B in the straight-line method of baseflow separation and is represented as N = 0.83*AD^0.2 or Time Interval = 0.83*Drainage Area^0.2. 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.
How to calculate Time Interval from Peak in Straight-Line method of Baseflow Separation?
The Time Interval from Peak in Straight-Line method of Baseflow Separation formula is defined as the empirical equation for the time interval in days from the peak to point B in the straight-line method of baseflow separation is calculated using Time Interval = 0.83*Drainage Area^0.2. To calculate Time Interval from Peak in Straight-Line method of Baseflow Separation, you need Drainage Area (AD). With our tool, you need to enter the respective value for Drainage Area 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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