3 – Aquifers Flashcards

1
Q

Aquifer types: (openness)

A

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.

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2
Q

Valley Aqufiers:

A
  • 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.
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3
Q

Valley Aquifers in Arid areas

A
  • 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
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4
Q

Heterogeneity:

A

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

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5
Q

Anisotropy:

A

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

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6
Q

Assumptions made in applying Darcy’s law to confined aquifers

A
  • 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.
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7
Q

Assumptions made in applying Darcy’s law to unconfined aquifers

A
  • 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.
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