After a long period of pumping from an unconfined aquifer at a constant rate of 850 m3/day, head is measured in the pumping well (r = 0.4 m, H = 9.9 m) and in a nearby monitoring well (r = 50 m, H = 18.4 m). The initial saturated thickness of the aquifer is 20 m.
Assuming steady-state conditions, compute the hydraulic conductivity of the aquifer using Darcy's law. State your assumptions.
After a long period of pumping from an unconfined aquifer at a constant rate of 850...
An aquifer test with a constant pumping rate of 200 gpm was conducted in a confined aquifer with a saturated thickness of 12 m. Head measurements in an observation well located 76.2 m (250 ft) from the pumping well yields the following plot. Use the Cooper-Jacob (1946) straight-line method to compute transmissivity [m/d], hydraulic conductivity [m/d and m/s], storativity and specific storage m ] of the aquifer 0 0.2 0.4 0.6 0.8 1.2 0.1 10 100 1000 Time (min)
An...
An engineer has been asked to investigate illegal pumping of groundwater from an unconfined aquifer. The maximum withdrawal rate for the well has been set by the State Water Resources Board at 30,000 ft/day. The water table far from the well is 20 f below the surface. The depth to the confining bed is 50 ft. Two observation wells have been installed near the pumping well to assess the groundwater withdrawal rate. The first well is located 100 ft from...
An unconfined aquifer has an initial thickness of 15.80 m. The initial water table is horizontal and located 4.7 m below the ground surface. A 15-cm diameter well is driven to the bottom of the aquifer and pumped at 3000 Lpm until steady state conditions are achieved. At this time the drawdown at the well is 4.35 m and the drawdown in an observation well located 850 m away is 0.12 m. (a) Make a sketch that defines the problem....
For an unconfined aquifer with uniform recharge problem, the
initial water table is 10 meters above the confining layer. Given
recharge rate from rainfall 50 cm/year, pumping rate 1000 m^3 /day,
aquifer hydraulic conductivity 10 m/day, calculate the effective
radius and calculate steady-state groundwater head at 100 meters
away from the pumping well.
Con-inh odias
Con-inh odias
Q3a(i) Field pumping test An unconfined aquifer consists of a permeable sandy soil followed by an impermeable very stiff clay. Pumping test from a well is conducted as shown in Figure. XXX XXX GL B G.W.L. DH h h drawdown water level, due to pumping well Impermeable Stiff Clay Using Darcy's law, derive the following expression for the field permeability (k) of the sandy soil in terms of pumping rate (q), radial distances (r7 and rz), pheareatic level (h and...
1) In a leaky confined aquifer, estimate how far from a well pumping at 175 m3/day a steady state drawdown of 0.4 m will be observed. Assume the aquifer is 10 m thick with a horizontal hydraulic conductivity of 7 m/day, the K' is 1 m/day and the b' is 1 m thick, the storativity of the aquifer, S, is 0.02. 2) For the conditions in problem 1, estimate the drawdown at this location after 15 minutes. 3) At the...
Question 5: (25 marks) A fully penetrating pumping well is located in a confined aquifer that can be considered to have an infinite extent in all directions. There is no recharge to the aquifer and no other pumping wells in the area. There are two observation wells located at 100 and 500 m, respectively, from the pumping wells. The aquifer and the pumping well have the following properties: Depth to top of aquifer: 50 m Aquifer thickness: 5 m Aquifer...
1) In a leaky confined aquifer, estimate how far from a well pumping at 175 m3/day a steady state drawdown of 0.4 m will be observed. Assume the aquifer is 10 m thick with a horizontal hydraulic conductivity of 7 m/day, the K' is 1 m/day and the b' is 1 m thick, the storativity of the aquifer, S, is 0.02. 2) For the conditions in problem 1, estimate the drawdown at this location after 15 minutes. 3) At the...
3) If the steady state pumping rate of an artesian aquifer, 155,000,000 gallons per year are being pumped by a fully penetrating well, a. What is the hydraulic conductivity if the aquifer is 166 feet thick and composed of medium sand? The drawdown at an observation well 48 feet away is 9 feet; in a second observation well 490 feet away it is 1.1 feet. b. If you have another observation well, between these two wells, 250 feet away from...
Use the diagram of the unconfined (water-table) aquifer on the next page for the following questions. A. This area receives 116 cm/yr of rainfall. It is not vegetated. Evaporation, as measured 2. by pan experiments, totals 90 cm/yr. The hydraulic conductivity of the aquifer unit is homogeneous and isotropic, and has been measured at 0.32 f/day. Where is the groundwater divide in the unconfined aquifer? B. What is the maximum height of the water table? C. What is the water...