Question

Q1. A standard constant head permeability test was performed on a coarse sand soil sample that...

Q1. A standard constant head permeability test was performed on a coarse sand soil sample that was 100 mm in diameter and 200 mm in length. The measured discharge through the sample was 2.16 litres per minute with an equivalent constant head loss of 845 mm (acting over the entire sample length). At the end of the test, the total mass of the sample was recorded 3.142 kg and the moisture content of the sample was measured at 24 %. Determine: (i) the average velocity or superficial velocity of the flow (in m/sec), (ii) the seepage or void velocity of the flow (in m/sec), and (iii) the coefficient of permeability of the soil (in m/sec).

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
(a) A constant head permeability test was performed for the soil specimen. The sample length was...
(a) A constant head permeability test was performed for the soil specimen. The sample length was 90 mm and sample diameter was 75 mm. The total head loss across the sample was measured to be 635 mm. The flow rate was measured and it took 278 seconds to fill up a 1-litre beaker. Estimate the coefficient of permeability (k), in m/s, based on results of the constant head test. (b) If a falling head test was conducted on the same...
Length of soil sample for constant head permeability test is 30 cm, Area of specimen is...
Length of soil sample for constant head permeability test is 30 cm, Area of specimen is 177cm2, constant head difference is 50 cm, total volume of water collected in 5 min is 350003. Calculate the hydraulic conductivity of the soil. A) 2.85 x 103cm/sec D) 1.09 x 102cm/sec B) 1.09 x 10" art/sec C) 3.95 x10' cm/sec
Both falling head and constant head permeability tests are common experiments to obtain soil sample hydraulic...
Both falling head and constant head permeability tests are common experiments to obtain soil sample hydraulic conductivity. Please provide 3 recommendations for each experiment to improve their accuracy of test results.
A sample of fine sand having a length of 60 mm and a cross sectional area...
A sample of fine sand having a length of 60 mm and a cross sectional area of 50 cm2 was tested under constant head conditions. The height of the water head during the test was 40 cm. A total of 430 mL of water was collected in 10 minutes. Calculate the discharge velocity (v). Report your answer in terms of cm/sec
In a soil test, it took 16.0 min for 1508 cm3 of water to flow through...
In a soil test, it took 16.0 min for 1508 cm3 of water to flow through a sand sample, the cross sectional area of which was 50.3 cm3. The void ratio of the soil sample was 0.68. Find the following a. Velocity of water through the soil. =  cm/sec b. Actual (interstitial) velocity. =   cm/sec   
1) A Standard Penetration Test (SPT was performed at a depth of 10 ft in sand...
1) A Standard Penetration Test (SPT was performed at a depth of 10 ft in sand of unit weight 125 lb/ft3. The N-value was found to be 30. Determine the corrected N-value. CN = 0.77 x log10 (20/po) A. 32 B. 34 C. 37 D. 40 2) A standard penetration test was conducted in the field. The boring logger recorded following three readings for 6 inch interval of penetration: 1/2/3. What is N-value? A. 3 B. 5 C. 2 D....