Given the arrangement of soil layers in the following figure and the hydraulic conductivity, the thickness and width of layers, and the porosity of each layer in the following table:
| Layer No. | Hydraulic conductivity (cm/h) | Thickness (cm) | Width (cm) | Porosity |
| 1 | 5.76 | 10 | 10 | 0.45 |
| 2 | 1.54 × 10-3 | 10 | 10 | 0.05 |
| 3 | 0.14 | 10 | 10 | 0.25 |
| 4 | 0.14 | 10 | 10 | 0.25 |
| 5 | 0.04 | 10 | 10 | 0.15 |
| 6 | 0.24 | 50 | 20 | 0.35 |
Calculate the averaged hydraulic conductivity in the horizontal
and vertical directions.
A graduate student conducted a laboratory experiment in order to determine the hydraulic conductivity of an undisturbed soil sample, using a falling head permeameter (panel (a)) as shown in the following figure.
The following is his measurements:
Please estimate the hydraulic conductivity of the soil for the student. If one were to use a constant head permeameter (panel (b)) and a flow rate equal to the average of that used for the falling head permeameter to measure the hydraulic conductivity of the same soil sample, what would be the minimum length of the tube within which a standing water head of at least L + h will be needed?
Assuming steady-state, estimate the annual groundwater discharge
from the semi-confined
aquifer into the surface stream, Q (m3/m/yr), for the
hillslope shown in the following figure: 
The annual rainfall of the study area is 1350 mm, of which 5% is
estimated to be recharge to the groundwater, namely, semi-confined
aquifer. Evapotranspiration is estimated at 55% of annual rainfall. The
outcrop area of the semi-confined aquifer, between points
A and B, is 100 m2/m. The horizontal distance between points
C and D, is 10 km. The groundwater flow in the semi-confined aquifer is
considered under steady state. Note that the above figure is vertically
exaggerated.