Water flows through a saturated soil from high total head to low. The head at a point is the height
water rises to in a standpipe there, measured above a common datum. Darcy's law says the flow is
proportional to the hydraulic gradient i = Δh/L, the head lost per
length of flow path: the Darcy flux is q = k i, and the discharge through the
area A is Q = qA = kAΔh/L.
What you are seeing
- The schematic. A horizontal soil-filled pipe between two standpipes. The water
level in each standpipe is the head, h1 upstream and h2
downstream, measured from the dashed datum. The dashed blue line is the hydraulic head line,
falling from h1 to h2 through the soil. The drawing is
not to scale: the pipe gets longer and thicker as L and A grow, and
h2 is chosen only to draw the picture, since only Δh
matters.
- Key results. The gradient, flux and discharge from Darcy's law for the values
you set.
Key Results
Gradient i
Flux q
Discharge Q
Q = k A Δh / L