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Time at 1st Instance since Pumping Started given Discharge Calculator

Formula Used:

\[ t1 = \frac{t2}{10^{\frac{\Delta s}{\frac{2.303 \times Q}{4 \times \pi \times t_{seconds}}}}} \]

seconds
meters
m³/s
seconds

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1. What is the Time at 1st Instance Formula?

The Time at 1st Instance formula calculates the time at the first instance since pumping started based on drawdown measurements, discharge rate, and time parameters. This is particularly useful in hydrogeological studies and well testing.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ t1 = \frac{t2}{10^{\frac{\Delta s}{\frac{2.303 \times Q}{4 \times \pi \times t_{seconds}}}}} \]

Where:

Explanation: This formula calculates the time at the first instance by considering the relationship between drawdown differences, discharge rate, and time parameters in pumping tests.

3. Importance of Time Calculation in Pumping Tests

Details: Accurate time calculation is crucial for determining aquifer characteristics, well performance, and sustainable pumping rates in groundwater studies.

4. Using the Calculator

Tips: Enter time values in seconds, drawdown difference in meters, and discharge rate in cubic meters per second. All values must be positive and valid.

5. Frequently Asked Questions (FAQ)

Q1: What is the significance of the 2.303 constant in the formula?
A: The constant 2.303 is used for conversion between natural logarithms and base-10 logarithms (2.303 = ln(10)).

Q2: When is this formula typically used?
A: This formula is commonly used in aquifer testing and pumping test analysis to determine time relationships in drawdown measurements.

Q3: What are typical units for the discharge rate?
A: Discharge is typically measured in cubic meters per second (m³/s) for this calculation.

Q4: How accurate is this calculation method?
A: The accuracy depends on the precision of input measurements and assumes ideal aquifer conditions. Field conditions may require adjustments.

Q5: Can this formula be used for all types of aquifers?
A: This formula is most applicable for confined aquifers with specific boundary conditions. Different formulas may be needed for unconfined aquifers or complex geological settings.

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