In a laboratory, a falling-head permeability test was
conducted on a silty soil. For the falling-head apparatus, the
following data were obtained:
1. Length of Specimen = 15.80 cm.
2. Diameter of Specimen = 10.16 cm.
3. Cross-sectional area of burette = 1.83 cm2
4. Hydraulic head at beginning of test (h1) = 120.0
cm.
5. Hydraulic head at end of test (h2) = 110.0 cm.
6. Time required for water in the burette to drop from
h1 to h2 = 20.0 min (1200s)
7. Temperature of water = .20 deg C
Find the Coefficient of permeability = ______ x 10 -5 cm/ sec
In a laboratory, a falling-head permeability test was conducted on a silty soil. For the falling-head...
Problem 3. For a falling-head permeability test, the following are given: Length of soil spec imen 500 mm Area of the soil specimen 16 cm Area of the standpipe 0.97 cm2 Head differences at time t 0 is 760 mm Head differences at time t 8 min is 410 mm a) Determine the hydraulic conductivity of the soil b) What was the head differences at time t 5 min
Q3 (a) A falling head permeability test was conducted on a soil sample with diameter of 76 mm and sample length of 70 mm. The sample was connected to a standpipe of diameter 1.5 mm, where the water level (total head) was measured to drop from 1.56 m to 1.18 m in 65 s. Determine the coefficient of permeability of the soil sample. (b) Explain why it is more preferable to conduct the falling head test, instead of the constant...
5. A falling head permeameter was used to determine the permeability of a sandy-clay soil sample having a cross sectional area of 12.56 cm2 and a length of 18 cm. The cross-sectional area of the permeameter standpipe is 2 cm*. The time during which the level of water in the standpipe ction 22035 TR 0925-1040 NCE 3610 Homework Set 2 Spring 2019 dropped from 100 to 50 cm was 4 minutes. Determine the coefficient of permeability of this material.
The following data are for falling-head test performed at 25⁰C Temperature: Length of the soil sample = 40 cm Area of the soil sample = 78,54 cm2 Diameter of the standpipe = 1.1 cm At time t=0 head difference = 54 cm At time t=8 min, head difference = 22 cm a) Determine the permeability of the soil b) What was the head difference at t=4 min?
Problem 3: A constant-head permeability test was performed on the soil sample shown below. The hydraulic conductivities were 0.04 cm/s for the sand and 0.0004 cm/s for the silt. The cross-sectional area of the sample is 10 cm², of which 9 cm' is sand and the remainder is silt. (a) Plot how the total hydraulic head (expressed in terms of AH) and hydraulic gradient vary along the length of the sample. (b) What would be the hydraulic conductivity (k) for...
Question 1 a) Hydraulic conductivity of soils is an important parameter for the design of engineering structures (such as dams, etc.). Why? b) With the help of a fully labelled diagram, derive the expression for the hydraulic conductivity of soil based on the falling-head permeability test. c) The following data was recorded from a falling-head permeability test: Area of the soil specimen = 10 cm Length of the soil specimen = 22 cm Area of standpipe = 0.4 cm2 Head...
Problem 3 In a constant head permeability test in the laboratory, the following are given: L = 250 mm, A - 105 cm². If the value of k = 0.014 cm/sec and a rate of flow of 120 cm/min has to be maintained through the soil, what should be the head difference h across the specimen?
Soil mechanics
What is the different between the constant head and the falling head tests? What are the uses and applications of each tests? 1) 2) Calculate the Flow Rate "q" for a soil specimen that had 400 ml of water run through it in 25 secs? (keep units as per the question's) 3) What it means to have high or low hydraulic conductivity "k"? Does clay and silt have high or low hydraulic conductivity?
Problem 3. In a constant-head permeability test, the length of the specimen is 150 mm and the cross-sectional area is 3167 mm". If k = 0.062 cm/sec and a rate of flow of 160 cm/min has to be maintained during the test, what should be the head differ- ence across the specimen? Also, determine the discharge velocity under the test conditions.
Knowledge questions (1 point/each) Correct Incorrect Fill-in answer The falling head permeability test is generally The constant head permeability test is generally The critical gradient is ratio of the field density Double ring infiltrometers are often performed to When there is large excavation below the on silty sands on clean sands over theb t den measure permeability for excavation p groundwater table pumping tests are generally to The symbol CL means: The failure of Teton dam was the result of...