Measurements of the moisture content in the unsaturated zone of an aquifer reveal a relatively uniform value of 0.2 throughout the vertical profile.
What will the be the vertical hydraulic gradient for such a profile?
If the hydraulic conductivity is 10^-6 m/s for a moisture content of 0.2 compute the vertical pore water velocity.
Pore water velocity = flux density/moisture content
What will the be the vertical hydraulic gradient for such a profile?
If the hydraulic conductivity is 10^-6 m/s for a moisture content of 0.2 compute the vertical pore water velocity.
Pore water velocity = flux density/moisture content
