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darcy’s law
describes water flow though porous medium
hydraulic head
saturated flow can be measured as height above arbitrary datum to which water rises in a piezometer.
limitations of Darcy’s Law
not apply to flows ar scales smaller than REV
linear relationship between flow rate and hydraulic head gradient is only valid for low flow velocity
movement of saturated flow
along hydraulic gradient
metric head
measure of soil moisture content
negative in unsaturated due to negative pressure