Question 32 A laboratory apparatus maintains a constant head in both the upper and lower reservoirs. The silt sand soil sample has a void ratio of 0.5. Given a total of 90,000 mm3 water flowed through the soil sample in 10 minutes, calculate the coefficient of permeability of the soil, k (mm/min). Controlled inflow Upper reservoir 185 mm 30-mm dia inlet and outlet pipes V Discharge 60 mm Lower reservoir Plug of colored water 100-mm dia X 220-mm long soil specimen CS

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 32
A laboratory apparatus maintains a constant head in both the upper and lower
reservoirs. The silt sand soil sample has a void ratio of 0.5. Given a total of 90,000
mm water flowed through the soil sample in 10 minutes, calculate the coefficient of
permeability of the soil, k (mm/min).
Controlled inflow
Upper
reservoir
185 mm
30-mm dia
inlet and outlet pipes
V Discharge
60 mm
Lower
reservoir
Plug of
colored water
100-mm dia x 220-mm long soil specimen
CS Scanned with CamScanner
Transcribed Image Text:Question 32 A laboratory apparatus maintains a constant head in both the upper and lower reservoirs. The silt sand soil sample has a void ratio of 0.5. Given a total of 90,000 mm water flowed through the soil sample in 10 minutes, calculate the coefficient of permeability of the soil, k (mm/min). Controlled inflow Upper reservoir 185 mm 30-mm dia inlet and outlet pipes V Discharge 60 mm Lower reservoir Plug of colored water 100-mm dia x 220-mm long soil specimen CS Scanned with CamScanner
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