Darcy's Law

STUDY
PLAY
(K)
Hydraulic conductivity
(V)
Velocity
(Change in H/Change in L)
Hydraulic gradient equation
V=KI
Velocity equation
(H)
Ratio of vertical drop in the water table
(L)
Horizontal distance of ground-water flow in miles
(I)
Hydraulic gradient
T=D/V
Time equation
D=(R)(T)
Distance equation
R=D/T
Rate equation
Rise/Run
Gradient
(Width)(Depth)(Velocity)
Discharge
(P)
Porosity
(A)
Area
(Q)
Discharge Symbol
Q=(P)(A)(V)
Discharge equation
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