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Outflow at End of Time Interval Calculator

Formula Used:

\[ Q2 = (I1+I2)+((2 \times S1/\Delta t)-Q1)-(2 \times S2/\Delta t) \]

m³/s
m³/s
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s
m³/s
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1. What is the Outflow at End of Time Interval Calculation?

The Outflow at End of Time Interval calculation is a hydrological equation used to determine the water outflow from a system at the end of a specified time period, based on inflow rates, storage volumes, and initial outflow conditions.

2. How Does the Calculator Work?

The calculator uses the hydrological routing equation:

\[ Q2 = (I1+I2)+((2 \times S1/\Delta t)-Q1)-(2 \times S2/\Delta t) \]

Where:

Explanation: This equation balances the water inputs, outputs, and storage changes over a specified time interval to calculate the final outflow rate.

3. Importance of Hydrological Calculations

Details: Accurate outflow calculations are crucial for water resource management, flood forecasting, reservoir operation, and environmental impact assessments in hydrological systems.

4. Using the Calculator

Tips: Enter all values with appropriate units. All input values must be greater than zero. Ensure consistent units throughout the calculation for accurate results.

5. Frequently Asked Questions (FAQ)

Q1: What are typical applications of this calculation?
A: This calculation is commonly used in reservoir routing, flood forecasting, watershed management, and hydraulic engineering projects.

Q2: Why is time interval important in this calculation?
A: The time interval determines the resolution of the calculation and affects the accuracy of the results, especially during rapidly changing flow conditions.

Q3: What units should be used for storage values?
A: Storage values should be consistent with the flow units. Typically, storage is in cubic meters when flow is in m³/s and time is in seconds.

Q4: Can this equation be used for real-time forecasting?
A: Yes, this equation forms the basis of many hydrological forecasting models when combined with rainfall-runoff relationships and other hydrological processes.

Q5: What are the limitations of this approach?
A: The method assumes linear variation of inflow and outflow over the time interval and may require shorter time steps for accuracy during rapid flow changes.

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