SITUATION. After 24 hours of pumping at 50 liters/sec, the water level in an observation well at a distance of 100m from the test well is lowered 0.5m. At another observation well located 50m from the test well, the water level dropped by 1.0m. SITUATION. (Continuation) Evaluate the coefficient of permeability of the aquifer in meters per day. Estimate the rate of flow in cubic meters per day. 36.3 O 4320 20.1 O 4890 44.5 O 5130 4560 58.3

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SITUATION. (Continuation)
Compute the transmissibility of the aquifer in square meters per day.
O 1140
O 953
O 1080
O 1260
Transcribed Image Text:SITUATION. (Continuation) Compute the transmissibility of the aquifer in square meters per day. O 1140 O 953 O 1080 O 1260
SITUATION. After 24 hours of pumping at 50 liters/sec, the water level in an observation well at
a distance of 100m from the test well is lowered 0.5m. At another observation well located
SITUATION. (Continuation)
50m from the test well, the water level dropped by 1.0m.
Evaluate the coefficient of permeability of the aquifer in meters per day.
Estimate the rate of flow in cubic meters per day.
36.3
O 4320
20.1
4890
44.5
5130
4560
58.3
O O
Transcribed Image Text:SITUATION. After 24 hours of pumping at 50 liters/sec, the water level in an observation well at a distance of 100m from the test well is lowered 0.5m. At another observation well located SITUATION. (Continuation) 50m from the test well, the water level dropped by 1.0m. Evaluate the coefficient of permeability of the aquifer in meters per day. Estimate the rate of flow in cubic meters per day. 36.3 O 4320 20.1 4890 44.5 5130 4560 58.3 O O
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