A confined aquifer has an average thickness of 20 m. Two fully penetrating wells are used to monitor the water quality of the aquifer (see figure). Well A is pumped with a discharge of 1000 m³/day while well B is only used as an observation well. Pumping well A will result in water surface drop of 2 m. Well A diameter = 2 m, Well B diameter = 0.5 m, Distance between the two wells (center to center) = 500 m, Soil Porosity = 30%. Answer the following questions. WELL B WELL A 2m Flow 20 m Confined aquifer

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A confined aquifer has an average thickness of 20 m. Two fully penetrating wells are used to monitor the
water quality of the aquifer (see figure). Well A is pumped with a discharge of 1000 m3/day while well B is
only used as an observation well. Pumping well A will result in water surface drop of 2 m. Well A diameter
= 2 m, Well B diameter = 0.5 m, Distance between the two wells (center to center) = 500 m, Soil Porosity =
30%. Answer the following questions.
WELL B
WELL A
2 m
Flow
20 m
Confined aquifer
Transcribed Image Text:A confined aquifer has an average thickness of 20 m. Two fully penetrating wells are used to monitor the water quality of the aquifer (see figure). Well A is pumped with a discharge of 1000 m3/day while well B is only used as an observation well. Pumping well A will result in water surface drop of 2 m. Well A diameter = 2 m, Well B diameter = 0.5 m, Distance between the two wells (center to center) = 500 m, Soil Porosity = 30%. Answer the following questions. WELL B WELL A 2 m Flow 20 m Confined aquifer
Calculate the hydraulic conductivity of the soil.
O a. Kr = 21.97 m/d
O b. Kr = 24.73 m/d
O. Kr = 12500.00 m/d
d. Kr = 30.24 m/d
Transcribed Image Text:Calculate the hydraulic conductivity of the soil. O a. Kr = 21.97 m/d O b. Kr = 24.73 m/d O. Kr = 12500.00 m/d d. Kr = 30.24 m/d
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