neastiremer following table, day) berw K = 240(-Y) depth 0.5m and 0.8m in each week. Hydraulic conductivity (K in cm/day and Y in cm). Use the average suction head to derive hydraulic conductivity. For Ikm area, how much water has passed the layer between 0.5m and 0.8m in these two weeks (in m')? Total head at Total head at 0.8m Week 0.5m (cm) (cm) 1 -70 -105 2 -80 -120
neastiremer following table, day) berw K = 240(-Y) depth 0.5m and 0.8m in each week. Hydraulic conductivity (K in cm/day and Y in cm). Use the average suction head to derive hydraulic conductivity. For Ikm area, how much water has passed the layer between 0.5m and 0.8m in these two weeks (in m')? Total head at Total head at 0.8m Week 0.5m (cm) (cm) 1 -70 -105 2 -80 -120
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:With the measurements in the following table, calculate the soil moisture flux q (cm/day) between
K = 240(-Y)
depth 0.5m and 0.8m in each week. Hydraulic conductivity
(K in cm/day and
Y in cm). Use the average suction head to derive hydraulic conductivity. For Ikm area, how
much water has passed the layer between 0.5m and 0.8m in these two weeks (in m')?
Total head at
Total head at 0.8m
Week
0.5m (cm)
(cm)
-70
-105
-80
-120
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