In: Civil Engineering
Two piezometers are installed 2430 m apart in a confined aquifer. The head at the first piezometer is measured as 29.1 m and the head at the second piezometer as 26.7 m. The aquifer has a saturated thickness of 17.3 m, and hydraulic conductivity of 8x10-4 m/s, and effective porosity of 0.16.
Determine:
1.1. without any calculation, predict the direction of groundwater flow
1.2. the discharge rate through the aquifer in m3/d/m of aquifer width
1.3. the specific discharges (Darcy velocity)
1.4. the pore velocity (seepage velocity)
1.5. the time for water to travel between two piezometers in years