PART II. PROBLEM SOLVING. 1. For a constant head laboratory permeability test on fine sand, the following values are given. Length of specimen Diameter of specimen Head difference = 10 in. = 2.5 in. = 18 in. Water collected in 2 min. = 0.031 in The void ratio of the sample is 0.46. a) Determine the hydraulic conductivity, k of the soil in in/min. b) Determine the discharge velocity. c) Determine the seepage velocity.
PART II. PROBLEM SOLVING. 1. For a constant head laboratory permeability test on fine sand, the following values are given. Length of specimen Diameter of specimen Head difference = 10 in. = 2.5 in. = 18 in. Water collected in 2 min. = 0.031 in The void ratio of the sample is 0.46. a) Determine the hydraulic conductivity, k of the soil in in/min. b) Determine the discharge velocity. c) Determine the seepage velocity.
Chapter2: Loads On Structures
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Transcribed Image Text:PART II. PROBLEM SOLVING.
1. For a constant head laboratory permeability test on fine sand, the following values are given.
Length of specimen
Diameter of specimen
Head difference
= 10 in.
= 2.5 in.
= 18 in.
Water collected in 2 min.
= 0.031 in
The void ratio of the sample is 0.46.
a) Determine the hydraulic conductivity, k of the soil in in/min.
b) Determine the discharge velocity.
c) Determine the seepage velocity.
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