Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
bartleby

Concept explainers

Question
Book Icon
Chapter 6, Problem 6.1P

(a)

To determine

State whether the statement "seepage velocity is always greater than the discharge velocity" is true or false.

(a)

Expert Solution
Check Mark

Answer to Problem 6.1P

The given statement is true_.

Explanation of Solution

Express the derived equation to relay seepage velocity (vs) and discharge velocity (v) as follows:

q=vA=vsAs

Here, q is the flow rate, v is the discharge velocity, A is the gross cross sectional area, vs is the seepage velocity, and As is the area of void in the cross section of the specimen.

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 true_.

(b)

To determine

State whether the statement "hydraulic conductivity of a sandy soil is greater than that of a clayey soil" is true or false.

(b)

Expert Solution
Check Mark

Answer to Problem 6.1P

The given statement is true_.

Explanation of Solution

The hydraulic conductivity (k) for clayey soils varies for different types and the k value for Silty clay is (1×1051×103)cm/s and for clay is <1×106cm/s.

The hydraulic conductivity (k) for sandy soils varies from 0.0011cm/s.

Based on the above values, hydraulic conductivity (k) for sandy soil is greater than the clayey soil.

Thus, the given statement is true_.

(c)

To determine

State whether the statement “hydraulic conductivity is same for water and oil in a porous medium” is true or false.

(c)

Expert Solution
Check Mark

Answer to Problem 6.1P

The given statement is false_.

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 false_.

(d)

To determine

State whether the statement “pressure head is proportional to the pore water pressure” is true or false.

(d)

Expert Solution
Check Mark

Answer to Problem 6.1P

The given statement is true_.

Explanation of Solution

Write the pressure head equation (hw) as follows:

hw=uγw+z

Here, u is the pore water pressure, γw is the unit weight of water, and z is the elevation head.

The above equation shows that the pressure head (hw) is directly proportional to pore water pressure (u).

Hence, the given statement is true_.

(d)

To determine

State whether the statement “magnitude of pressure head depends on the selected datum” is true or false.

(d)

Expert Solution
Check Mark

Answer to Problem 6.1P

The given statement is false_.

Explanation of Solution

Write the pressure head equation (hw) as follows:

hw=uγw+z

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 false_.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
Find the hydraulic conductivity coefficient of permeability, k.
Solve for the ratio of equivalent hydraulic conductivity with the following given: h1 = 2 m h2 = 2.5 m h3 = 1.8 m h4 = 0.9 m k1 = 1.5E-3 cm/sec k2 = 2.2E-4 cm/sec k3 = 1.6E-4 cm/sec k4 = 4.0E-4 cm/sec What is the equivalent coefficient of permeability if the water flows perpendicular to the layer of soil (KeqV) in cm/sec?
A horizontal column of 100 cm length and 10 cm height is packed with a uniform soil with a saturated hydraulic conductivity of 4×10–5 cm/s. Then, the uppermost 1.0 cm is replaced with a soil with a saturated hydraulic conductivity of 2.2×10–7 cm/s. Therefore, the horizontal column has two horizontal layers. The pressure head is 20 cm at the left end (X = 0 cm; inflow boundary) of the column and 150 cm at the right end (X = 100 cm; outflow boundary). Flow is horizontal and steady state. For horizontal flow, the pressure head is the only driving force (gravitational head = 0). The volumetric water content of both soils is equal to the porosity and is 0.45 cm3/cm3. (A) Determine the effective saturated hydraulic conductivity of the layered soil column. (B) Calculate the Darcy’s flux through the layered soil column. (C) Calculate the Darcy’s flux in the top and bottom layers of the soil column.
Knowledge Booster
Background pattern image
Civil Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Fundamentals of Geotechnical Engineering (MindTap...
Civil Engineering
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning