Concept explainers
(a)
State whether the statement "seepage velocity is always greater than the discharge velocity" is true or false.
(a)
Answer to Problem 6.1P
The given statement is
Explanation of Solution
Express the derived equation to relay seepage velocity
Here, q is the flow rate, v is the discharge velocity, A is the gross cross sectional area,
Seepage velocity is based upon the void space of the soil and simultaneously the discharge velocity is based upon the gross sectional area of the soil. Therefore, this directly means that the seepage velocity is greater than the discharge velocity.
Thus, the given statement is
(b)
State whether the statement "hydraulic conductivity of a sandy soil is greater than that of a clayey soil" is true or false.
(b)
Answer to Problem 6.1P
The given statement is
Explanation of Solution
The hydraulic conductivity (k) for clayey soils varies for different types and the k value for Silty clay is
The hydraulic conductivity (k) for sandy soils varies from
Based on the above values, hydraulic conductivity (k) for sandy soil is greater than the clayey soil.
Thus, the given statement is
(c)
State whether the statement “hydraulic conductivity is same for water and oil in a porous medium” is true or false.
(c)
Answer to Problem 6.1P
The given statement is
Explanation of Solution
For each time, the hydraulic conductivity contains the unit of length and this represent that there is a fluid flow which is a property of porous medium. However, the viscous fluid like oil moves slowly through sand when compared to water. From the above comparison, it means that the flow of water and oil differs in the hydraulic conductivity of the porous medium.
Hence, the given statement is
(d)
State whether the statement “pressure head is proportional to the pore water pressure” is true or false.
(d)
Answer to Problem 6.1P
The given statement is
Explanation of Solution
Write the pressure head equation
Here, u is the pore water pressure,
The above equation shows that the pressure head
Hence, the given statement is
(d)
State whether the statement “magnitude of pressure head depends on the selected datum” is true or false.
(d)
Answer to Problem 6.1P
The given statement is
Explanation of Solution
Write the pressure head equation
From the above equation, it is clear that the pressure head magnitude depends upon the datum plane. However, the pressure head magnitude does not depend upon the selected datum.
Hence, the given statement is
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Chapter 6 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
- Water backs up behind a concrete dam as shown in the Figure. Leakage under thefoundation gives a pressure distribution under the dam as indicated. If the water depth, h, is toogreat, the dam will topple over about its toe (Point A). The width of the dam is L and the heightof the dam is hd. Specific weight of the concrete is γc, the specific weight of the water is γw.Base your solution on a unit length of the dam. Sketch the free body diagram. Write the solutionprocedure step by step to determine the maximum water depth (h) in order not to cause anyoverturning about point Aarrow_forwardA falling head hydraulic conductivity test is performed on a sample of soil. The stand pipe having a diameter of 0.20cm is observed and it takes 60 seconds for the water to drop by 50 cm from an initial hydraulic head of 90cm. The sample has a length of 20cm, and a diameter of 4cm. a.Find the coefficient of permeability (cm/sec) b.Solve for the hydraulic gradient c. Compute the rate of flow of water in the soil. (cm' /sec.) 0.20 cm 6 s TAND PIPE 50cm Acm 不 20am -: SOILarrow_forwardSolve the problem and provide complete solution.arrow_forward
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- Help me answerarrow_forwardplease answer all with complete solution, thank you.arrow_forwardFor a falling head permeability test, the following values are given: Length of specimen: 200 mm Area of specimen:1000 sq. mm Area of standpipe: 40 sq. mm Head difference at t= 0: 500 mm Head difference at t= 180 sec : 300 mm Determine the hydraulic conductivity (cm/sec)arrow_forward
- Fundamentals of Geotechnical Engineering (MindTap...Civil EngineeringISBN:9781305635180Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning