fluid flow in rocks modelling

Cards (20)

  • Groundwater is the water retained in the pore space of rocks below the water table. 
  • Water table is the surface separating unsaturated rock from saturated rock below. 
  • Aquifers are bodies of porous and permeable rock capable of sorting lots of water. 
  • Groundwater comes from rainwater, infiltrating soil and percolating downwards through pore spaces. 
  • The water table follows the topography but with less relief and intersects ground surfaces (lakes, rivers and springs). The level may fluctuate due to seasons. 
  • Aquicludes are beds that water cannot move through easily due to impermeability (clay and shale). 
  • Aquitards are aquicludes that slowly transmit water. 
  • Recharge zones are the areas that are open to the atmosphere to allow replenishment of water. 
  • Unconfined - open to the atmosphere and recharged by rainwater, water would need to be pumped out of the aquifer. 
  • Confined - surrounded by permeable rocks, groundwater held by hydrostatic pressure. Water is replenished via recharge zones. 
  • Perched - sit above regional water table and are underlain by impermeable rock. 
  • Potentiometric surface - imaginary surface where the groundwater rises under hydrostatic pressure. Highest point of water table in a confined aquifer. 
  • Artesian well - hold water under hydrostatic pressure which rises up to potentiometric surface when pressure releases. If well is below this surface no pumps are needed. 
  • Artesian basin - large synclinal confined aquifers. 
  • Water in aquifers flows as a result of hydrostatic pressure. 
  • Fluid motion is due to pressure differences - high to low or down hydraulic gradients. 
  • Hydraulic gradient = difference in hydrostatic pressure / distance between points. 
  • As pressure is dependent on hydrostatic head or height of water column gradient can be calculated by:
    • Hydraulic gradient = difference in height / distance 
  • Darcy's law = 
    • Q = rate of flow 
    • K = hydraulic conductivity 
    • A = cross sectional area 
    • (ha-hb)/L = hydraulic gradient 
  • Darcy's law is used to calculate flow rate, time of travel and arrival of pollution.