Formula Used:
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The Recharge from Rainfall in Hard Rock Areas refers to the process where rainwater infiltrates the soil and percolates down to replenish groundwater reserves in regions characterized by hard rock formations, particularly vesicular and jointed basalt formations which have unique water storage and transmission properties.
The calculator uses the formula:
Where:
Explanation: The formula calculates the groundwater recharge rate based on the catchment area and monsoon rainfall, using an empirical coefficient specific to hard rock formations with vesicular and jointed basalt characteristics.
Details: Accurate groundwater recharge estimation is crucial for sustainable water resource management, aquifer replenishment assessment, and planning water supply systems in hard rock terrain areas.
Tips: Enter the area of computation in square meters and normal monsoon rainfall in meters. Both values must be positive numbers for accurate calculation.
Q1: Why is the coefficient 8 used in this formula?
A: The coefficient 8 is an empirical value derived from studies of groundwater recharge patterns specifically in hard rock areas with vesicular and jointed basalt formations.
Q2: What makes vesicular and jointed basalt different from other hard rocks?
A: Vesicular and jointed basalt has unique porosity and permeability characteristics due to gas bubbles (vesicles) and fracture networks (joints) that significantly influence water storage and movement.
Q3: How accurate is this recharge estimation method?
A: While providing a reasonable estimate, the accuracy depends on local geological conditions and should be validated with field measurements for specific sites.
Q4: What time period should be considered for "normal rainfall"?
A: Normal rainfall typically refers to the 30-year average monsoon rainfall for the specific region being studied.
Q5: Can this formula be used for other types of hard rock formations?
A: This formula is specifically calibrated for vesicular and jointed basalt. Other hard rock formations may require different coefficients based on their specific hydraulic properties.