Project Information
Aquifer Parameters
Seepage Formula: Q = T × i × L (Darcy's Law for linear flow)
Where: T = K × H (Transmissivity), i = Hydraulic Gradient, L = Perimeter
Radius of Influence (R) calculated using Sichardt/Kusakin/Cooper-Jacob for reference
m/day
days
days
🌧️ Rainfall & Evaporation Parameters
Water Balance during Monsoon (Based on LARGEST pit each year):
+ Rainfall = 100% of largest pit area × monsoon rainfall
− Evaporation = Pan evaporation × coefficient × evap area %
mm/year
% of annual
mm/day
0.6-0.8
% of largest pit
💧 GW Recharge (Outseepage) Parameters
Physics-Based GW Recharge Calculation:
When rainfall accumulates in pit, water level rises creating hydraulic head that drives outseepage.
multiplier (0.5-2.0)
meters
Open Pit Mines
Formula: Q = K × H × i × L
Where: K = Hydraulic Conductivity (m/day), H = Saturated thickness below water table (m), i = Hydraulic Gradient, L = Pit Perimeter (m)
R (Sichardt) = 3000 × s × √K (for reference only)
Results
Underground Workings
Formula: Goodman Q = 2πKHL/ln(2H/r)
Results
🌧️ Monsoon Water Balance
Net Inflow = Seepage + Rainfall − Evaporation − GW Recharge
Seepage (all pits)
+ Rainfall (100% largest pit)
− Evaporation
− GW Recharge
Net to Pump
⛏️ Open Pit Summary
YearNon-Monsoon (m³/day)Monsoon (m³/day)Non-Mon Vol (m³)Monsoon Vol (m³)Annual (Mm³)Annual (m³/day)
⛏️🌧️ Open Pit Monsoon Water Balance
Net = Seepage + Rainfall − Evaporation − GW Recharge
YearPitR (m)Seepage (m³/day)Seepage (m³)+ Rain (m³)− Evap (m³)− Recharge (m³)Net (m³)Net (m³/day)
🚇 Underground Summary
YearNon-Monsoon (m³/day)Monsoon (m³/day)Non-Mon Vol (m³)Monsoon Vol (m³)Annual (Mm³)Annual (m³/day)
🌧️ Combined Monsoon Water Balance Summary
YearLargest PitArea (m²)Perimeter (m)R (m)Seepage (m³/day)Seepage (m³)+ Rain (m³)− Evap (m³)− Recharge (m³)Net (m³)
📊 Grand Total
YearNon-Monsoon (m³)Monsoon Seepage (m³)+ Rain (m³)− Evap (m³)− Recharge (m³)Total Annual (Mm³)