Discharge given Difference between Modified Drawdowns Solution

STEP 0: Pre-Calculation Summary
Formula Used
Discharge = (2.72*Difference in Drawdowns*Aquifer Constant)
Q = (2.72*Δs*T)
This formula uses 3 Variables
Variables Used
Discharge - (Measured in Cubic Meter per Second) - Discharge is the rate of flow of a liquid.
Difference in Drawdowns - (Measured in Meter) - Difference in Drawdowns at the two wells.
Aquifer Constant - Aquifer Constant is also known as coefficient of transmissibility.
STEP 1: Convert Input(s) to Base Unit
Difference in Drawdowns: 0.014 Meter --> 0.014 Meter No Conversion Required
Aquifer Constant: 24.67 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Q = (2.72*Δs*T) --> (2.72*0.014*24.67)
Evaluating ... ...
Q = 0.9394336
STEP 3: Convert Result to Output's Unit
0.9394336 Cubic Meter per Second --> No Conversion Required
FINAL ANSWER
0.9394336 0.939434 Cubic Meter per Second <-- Discharge
(Calculation completed in 00.004 seconds)

Credits

Created by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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8 Modified Discharge And Drawdown in Unconfined Aquifers Calculators

Unconfined Aquifer Discharge given Aquifer Constant
Go Discharge = Aquifer Constant/((log((Radial Distance at Observation Well 2/Radial Distance at Observation Well 1),e))/(2.72*(Modified Drawdown 1-Modified Drawdown 2)))
Modified Drawdown in Well 1 given Aquifer Constant
Go Modified Drawdown 1 = Modified Drawdown 2+((Discharge*log((Radial Distance at Observation Well 2/Radial Distance at Observation Well 1),e))/(2.72*Aquifer Constant))
Modified Drawdown in Well 2 given Aquifer Constant
Go Modified Drawdown 2 = Modified Drawdown 1-((Discharge*log((Radial Distance at Observation Well 2/Radial Distance at Observation Well 1),e))/(2.72*Aquifer Constant))
Thickness of Aquifer from Impermeable Layer given Modified Drawdown in Well 1
Go Unconfined Aquifer Thickness = ((Drawdown in well 1)^2/(2*(Drawdown in well 1-Modified Drawdown 1)))
Thickness of Aquifer from Impermeable Layer given Modified Drawdown in Well 2
Go Unconfined Aquifer Thickness = ((Drawdown in well 2)^2/(2*(Drawdown in well 2-Modified Drawdown 2)))
Modified Drawdown in Well 1
Go Modified Drawdown 1 = Drawdown in well 1-((Drawdown in well 1)^2/(2*Initial Aquifer Thickness))
Modified Drawdown in Well 2
Go Modified Drawdown 2 = Drawdown in well 2-((Drawdown in well 2)^2/(2*Initial Aquifer Thickness))
Discharge given Difference between Modified Drawdowns
Go Discharge = (2.72*Difference in Drawdowns*Aquifer Constant)

Discharge given Difference between Modified Drawdowns Formula

Discharge = (2.72*Difference in Drawdowns*Aquifer Constant)
Q = (2.72*Δs*T)

What is Discharge?

The amount of fluid passing a section of a stream in unit time is called the discharge. If v is the mean velocity and A is the cross sectional area, the discharge Q is defined by Q = Av which is known as volume flow rate.

How to Calculate Discharge given Difference between Modified Drawdowns?

Discharge given Difference between Modified Drawdowns calculator uses Discharge = (2.72*Difference in Drawdowns*Aquifer Constant) to calculate the Discharge, The Discharge given Difference between Modified Drawdowns is defined as the value of discharge when we have prior information of other parameters used. Discharge is denoted by Q symbol.

How to calculate Discharge given Difference between Modified Drawdowns using this online calculator? To use this online calculator for Discharge given Difference between Modified Drawdowns, enter Difference in Drawdowns (Δs) & Aquifer Constant (T) and hit the calculate button. Here is how the Discharge given Difference between Modified Drawdowns calculation can be explained with given input values -> 6.71024 = (2.72*0.014*24.67).

FAQ

What is Discharge given Difference between Modified Drawdowns?
The Discharge given Difference between Modified Drawdowns is defined as the value of discharge when we have prior information of other parameters used and is represented as Q = (2.72*Δs*T) or Discharge = (2.72*Difference in Drawdowns*Aquifer Constant). Difference in Drawdowns at the two wells & Aquifer Constant is also known as coefficient of transmissibility.
How to calculate Discharge given Difference between Modified Drawdowns?
The Discharge given Difference between Modified Drawdowns is defined as the value of discharge when we have prior information of other parameters used is calculated using Discharge = (2.72*Difference in Drawdowns*Aquifer Constant). To calculate Discharge given Difference between Modified Drawdowns, you need Difference in Drawdowns (Δs) & Aquifer Constant (T). With our tool, you need to enter the respective value for Difference in Drawdowns & Aquifer Constant and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Discharge?
In this formula, Discharge uses Difference in Drawdowns & Aquifer Constant. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Discharge = Aquifer Constant/((log((Radial Distance at Observation Well 2/Radial Distance at Observation Well 1),e))/(2.72*(Modified Drawdown 1-Modified Drawdown 2)))
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