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Porosity
n = Vv / Vt
(Vv = volume of void)
(Vt = total volume)
Darcy’s Law
v = -K * (h2 - h1)/L
(K = Hydraulic conductivity)
( h = hydraulic head)
(L = length of flow path)
Rock Quality Designation
A measure of the quality of rock core samples, defined by the percentage of core recovery that is intact and free of fractures.
UCS
The Uniaxial Compressive Strength (UCS) measures the maximum axial load a rock can withstand before failure, typically expressed in pounds per square inch (psi) or megapascals (MPa).
Hydraulic Gradient
The hydraulic gradient is the change in hydraulic head per unit distance, commonly used to describe the flow of groundwater.
Void Ratio
e = Vv / Vs
(Vv = volume of void)
(Vs = volume of soli