ENCE 489G/621, Mid-Term #1
10/4/2004
- The following figure is the result of a particle size
distribution analysis from 8 natural soils. From the curves please
suggest the two most porous and two least porous soils. Clearly discuss
your rationales.

- What are the major factors that may affect the solution
enhancement of permeability in carbonate aquifers?
- A farmer has a well tapping into a local groundwater aquifer in
his property. He pumps on average 2.0 x 103 m3
per year for his farm. All the well water is used for irrigation. The
size of the property is 10,000 m2 and the local average
annual rainfall is 1,000 mm. The precipitation/evapotranspiration ratio
of this area is around 0.85.
- Draw a figure of the hydrologic cycle relevant locally to the
farmer's property only.
- Formulate the hydrologic equation for the farm. Assume no net
storage change of the groundwater. Assume there is not outflow from the
land surface and soil to any streams.
- What is the amount of irrigation infiltrating back to the
aquifer?
- What is the amount of water that the farmer draws from his
neighbor's groundwater storage and/or surface streams?
- Use the following hydrograph to determine the amount of
groundwater recharge during the storm. The drainage area is 0.0016
square miles.

- Derive the capillary rise equation for the tube in the following
figure. If the contact angle of the glass and water is 5o,
what is the height of the water column in the glass tube? Use a surface
tension of 72.7 dynes/cm for water. The desnity of water is 1 g/cm3
and the gravitational acceleration is 980 cm/s2. The radius
of the lower tube (r1)
is 1.8
mm and that of the upper tube (r2) is 0.1 mm. The length of
the lower tube above the water level (l1)
is 7 mm and that of the upper tube (l2)
is 183 mm.
