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Net Ground Water Flow Given Possible Recharge Calculator

Formula Used:

\[ I = R - R_G + B - I_s \]

m³/s
m³/s
m³/s
m³/s

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1. What is Net Ground Water Flow?

Net Ground Water Flowing Outside Catchment refers to the steady-state groundwater flow through aquifers. It represents the net movement of groundwater across catchment boundaries, accounting for various recharge and discharge components.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ I = R - R_G + B - I_s \]

Where:

Explanation: This formula calculates the net groundwater flow by considering the balance between potential recharge, actual rainfall recharge, base flow contributions, and groundwater body recharge.

3. Importance of Net Ground Water Flow Calculation

Details: Accurate calculation of net groundwater flow is crucial for water resource management, understanding aquifer dynamics, and assessing water availability for various uses including agriculture, industry, and domestic supply.

4. Using the Calculator

Tips: Enter all values in cubic meters per second (m³/s). Ensure all inputs are non-negative values. The calculator will compute the net groundwater flow based on the provided hydrological parameters.

5. Frequently Asked Questions (FAQ)

Q1: What is the difference between possible recharge and gross recharge?
A: Possible recharge refers to the maximum potential recharge, while gross recharge represents the actual recharge from rainfall after accounting for various losses.

Q2: How does base flow affect net groundwater flow?
A: Base flow represents groundwater contribution to streamflow, which increases the net groundwater flow out of the catchment when positive.

Q3: What factors influence groundwater body recharge?
A: Groundwater body recharge is influenced by geological formations, soil permeability, vegetation cover, and precipitation patterns.

Q4: When is this calculation most useful?
A: This calculation is particularly useful in watershed management, drought assessment, and planning sustainable groundwater extraction.

Q5: Are there limitations to this calculation method?
A: This method assumes steady-state conditions and may not account for temporal variations in hydrological processes or complex aquifer interactions.

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