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Soll layers are shown as the right figure. Given: H2m, k 10 cmsec H:- 3m, k- 32 x 10 cmsec Hy=4m, ky4.1 x 10 cm/sec Estmate the ratio of horizontal equivalent hydrautic conductivity and venical equivalent hydrauic conductivity, Le. Kk H3 k3 O 140 O 270 O 225 O 152 Question 2 4 pts The results of a constant head permeabity test for a sand sample having a sectional area of 10000mm2 and a lengh of 200 mm are as folows: (1) Constant head amerence 400mm (2) Time of collection of water 30 seconds (3) Volume of water collected - 600 cm3. The hydraulic conductivity is O 1.7mmsec O 29 mmisec O 0.5mm/sec O 1.0 mm/sec

Soll layers are shown as the right figure. Given: H2m, k 10 cmsec H:- 3m, k- 32 x 10 cmsec Hy=4m, ky4.1 x 10 cm/sec Estmate the ratio of horizontal equivalent hydrautic conductivity and venical equivalent hydrauic conductivity, Le. Kk H3 k3 O 140 O 270 O 225 O 152 Question 2 4 pts The results of a constant head permeabity test for a sand sample having a sectional area of 10000mm2 and a lengh of 200 mm are as folows: (1) Constant head amerence 400mm (2) Time of collection of water 30 seconds (3) Volume of water collected - 600 cm3. The hydraulic conductivity is O 1.7mmsec O 29 mmisec O 0.5mm/sec O 1.0 mm/sec

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Soil layers are shown as the right figure. Given: H1 = 2 m, k1 = 10-4 cm/sec H2 = 3 m, k2 = 3.2 x 10-2 cm/sec H3 = 4 m, k3 = 4.1 x 10-5 cm/sec Estimate the ratio of horizontal equivalent hydraulic conductivity and vertical equivalent hydraulic conductivity, i.e., Ky/Kz H2 k2 H3 k3 O 140 O 270 O 225 O 152 Question 2 4 pts The results ofa constant-head permeability test for a sand sample having a sectional area of 10000mm2 and a length of 200 mm are as follows: (1) Constant head difference 400mm (2) Time of collection of water = 30 seconds (3) Volume of water collected = 600 cm3. The hydraulic conductivity is: O 1.7mm/sec O 2.9 mm/sec O 0.5mm/sec O 1.0 mm/sec
Transcribed Image Text:Soil layers are shown as the right figure. Given: H1 = 2 m, k1 = 10-4 cm/sec H2 = 3 m, k2 = 3.2 x 10-2 cm/sec H3 = 4 m, k3 = 4.1 x 10-5 cm/sec Estimate the ratio of horizontal equivalent hydraulic conductivity and vertical equivalent hydraulic conductivity, i.e., Ky/Kz H2 k2 H3 k3 O 140 O 270 O 225 O 152 Question 2 4 pts The results ofa constant-head permeability test for a sand sample having a sectional area of 10000mm2 and a length of 200 mm are as follows: (1) Constant head difference 400mm (2) Time of collection of water = 30 seconds (3) Volume of water collected = 600 cm3. The hydraulic conductivity is: O 1.7mm/sec O 2.9 mm/sec O 0.5mm/sec O 1.0 mm/sec
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