Water flows through a sand filter as shown on the figure. The soil has a cross sectional area of 0.33 m². d1=d2-d3=0.53 m. Head difference is 0.90 m. Inflow Outflow Soll A Soil B Soil C -d2- d3 Coefficient of Permeability for Each Soil: Soil A Kax 2.44 x 102 cm/s Soil A Kaz 1.58 x 10-3 cm/s Soil B Kbx 1.90 x 102 cm/s Soil B Kbz 2.70 x 10-3 cm/s |Soil CKcx 3.19 x 102 cm/s Soil C Kcz 3.39 x 103 cm/s Compute the interstitial velocity if the soil has a void ratio of 0.69 in meters per minute.. Use 4 decimal places.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Answer in three decimal places please
Water flows through a sand filter as shown
on the figure. The soil has a cross sectional
area of 0.33 m². d1=d2-d3=0.53 m. Head
difference is 0.90 m.
Inflow
Outflow
▼
Soil A
Soll B
Soil C
-d2
-d3-
Coefficient of Permeability for Each Soil:
Soil A Kax 2.44 x 102 cm/s
Soil A Kaz 1.58 x 103 cm/s
Soil B Kbx 1.90 x 102 cm/s
Soil B Kbz 2.70 x 103 cm/s
|Soil C|Kcx|3.19 x 102 cm/s
Soil C Kcz 3.39 x 103 cm/s
Compute the interstitial velocity if the soil has
a void ratio of 0.69 in meters per minute..
Use 4 decimal places.
Transcribed Image Text:Water flows through a sand filter as shown on the figure. The soil has a cross sectional area of 0.33 m². d1=d2-d3=0.53 m. Head difference is 0.90 m. Inflow Outflow ▼ Soil A Soll B Soil C -d2 -d3- Coefficient of Permeability for Each Soil: Soil A Kax 2.44 x 102 cm/s Soil A Kaz 1.58 x 103 cm/s Soil B Kbx 1.90 x 102 cm/s Soil B Kbz 2.70 x 103 cm/s |Soil C|Kcx|3.19 x 102 cm/s Soil C Kcz 3.39 x 103 cm/s Compute the interstitial velocity if the soil has a void ratio of 0.69 in meters per minute.. Use 4 decimal places.
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