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28 Cards in this Set

  • Front
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Aquifer

A subsurface water-storing layer with high water permeability - sand, gravel

Permeability

Availability of a porous medium to transmit water

Unconfined GW / phreatic GW

Water table can establish itself freely

Confining layer

Subsurface layer with little or no eater permeability

Aquifuge

Impermeable confining layer - bedrock/granite/basalt etc.

Aquitard

Confining layer with low permeability - sandy clay

Aquiclude

A geological material through which zero flow occurs. Typically a clay layer

Semi-confined/leaky aquifer

GW between two confined layers, one being semi-permeable

Piezometer

Device to measure hydraulic head

(v^2)/2g + z + p/(ρg)

Bernoullis law

Perched water table

Aquifer that is on top of an impermeable layer, below which another aquifer is situated

Artesian aquifer

A confined aquifer where the ground surface is below the potentiometric surface

Absolute porosity, n

Ratio of total void volume to total volume of soil/rock sample

Effective/open porosity n_e

Ratio of the connected/effective pore volume to the total volume of the medium. Including dead end pores.

Kinematic porosity

The volume fraction thst participates in the water flow process. Excluding dead end pores.

Saturation of fluid phase

S_w = V_w/(V_w + V_g)

Saturation of gas phase

S_g = V_g/(V_w + V_g)

REV

Representative elementary volume

Darcy's law

Q = - KiA

Hydraulic gradient, i

Δh/Δx

Specific discharge, q

Q/A = - Ki

Effective velocity, v_e

q/n_e = - Ki/n_e = Q/(A*n_e)

Transmittivity, T

Km where m =aquifer depth

Hydraulic conductivity, K

k*(ϱ_w*g)/µ_w Where k depends on the medium and the rest of parameters are fluid properties. Describes how easily a fluid travels through the medium.

Homogeneous K

K independent of position where sample is taken. K(x,y,z) constant

Heterogeneous K

K varies in space, K(x,y,z)≠ constant

Isotropic K

K independent of direction

Anisotropic K

K is dependent on direction, e.g. in stratified soils