3 – Aquifers Flashcards
Aquifer types: (openness)
Unconfined Aquifer:
• An aquifer with a free water surface as the upper boundary (the water table or phreatic surface) at which pressure is atmospheric.
Confined Aquifer:
• An aquifer confined between two aquitards or aquicludes, such that pressures in the aquifer are everywhere greater than atmospheric.
Valley Aqufiers:
- Generally found in temperate climates where the soil is porous and permeable.
- Rainfall infiltrates and saturates the rock up to a level called the phreatic surface or water table.
- Groundwater drains to topographic lows and exits as springs or streams.
Valley Aquifers in Arid areas
- In arid areas rainfall is much lower than potential evapotranspiration and surface recharge is almost zero.
- However, valleys may carry water from mountainous areas or from flash floods, which bring large quantities of water for a short time.
- This water usually infiltrates through the river bed into the aquifer and constitutes the only recharge mechanism.
- Therefore, the water table is higher beneath the valleys than elsewhere
Heterogeneity:
Most geological formations are not uniform in composition and the properties of that porous medium will vary both in space and direction.
Consider hydraulic conductivity, K
Homogenous: Independent of position in a geological formation (K, y,x,z = c constant)
Heterogenous: Dependent on position (K, x,y,z =/= c constant
Anisotropy:
Isotropic: Independent of direction K=/=f(0)
Anisotropic: Dependent of direction K=/=(0)
Transversely anisotropic: A layered formation where components can be considered as having only horizontal and vertical components: Kx = Ky =/= Kz
Assumptions made in applying Darcy’s law to confined aquifers
- Homogenous aquifer.
- Steady state flow conditions (no variation with time).
- One dimensional flow (although there is no vertical flow, we have also ignored any flow perpendicular to the page).
- Boundary heads are constant.
Assumptions made in applying Darcy’s law to unconfined aquifers
- Homogenous aquifer.
- Steady state flow conditions (no variation with time).
- One-dimensional horizontal flow. (Note that here there is vertical flow but we have ignored it. We have assumed that only horizontal flow is important, the Dupuit Assumption).
- Boundary heads are constant.
- Recharge is uniform and constant.