In areas where the air temperature remains below 0°C for prolonged periods of time, the freezing of water in underground pipes is a major concern. Fortunately, the soil remains relatively warm during those periods, and it takes weeks for the subfreezing temperatures to reach the water mains in the ground. Thus, the soil effectively serves as an insulation to protect the water from the freezing atmospheric temperatures in winter. The ground at a particular location is covered with snowpack at -8°C for a continuous period of 60 days, and the average soil properties at that location are k = 0 .35 W/m .K and α = 0 .15 × 10 -6 m 2 /s . Assuming an initial uniform temperature of’ 8°C for the ground, determine the minimum burial depth to prevent the water pipes from freezing.
In areas where the air temperature remains below 0°C for prolonged periods of time, the freezing of water in underground pipes is a major concern. Fortunately, the soil remains relatively warm during those periods, and it takes weeks for the subfreezing temperatures to reach the water mains in the ground. Thus, the soil effectively serves as an insulation to protect the water from the freezing atmospheric temperatures in winter. The ground at a particular location is covered with snowpack at -8°C for a continuous period of 60 days, and the average soil properties at that location are k = 0 .35 W/m .K and α = 0 .15 × 10 -6 m 2 /s . Assuming an initial uniform temperature of’ 8°C for the ground, determine the minimum burial depth to prevent the water pipes from freezing.
Solution Summary: The author calculates the minimum burial depth to avoid freezing of water pipes.
In areas where the air temperature remains below 0°C for prolonged periods of time, the freezing of water in underground pipes is a major concern. Fortunately, the soil remains relatively warm during those periods, and it takes weeks for the subfreezing temperatures to reach the water mains in the ground. Thus, the soil effectively serves as an insulation to protect the water from the freezing atmospheric temperatures in winter.
The ground at a particular location is covered with snowpack at -8°C for a continuous period of 60 days, and the average soil properties at that location are
k = 0
.35 W/m
.K and
α
= 0
.15
×
10
-6
m
2
/s
. Assuming an initial uniform temperature of’ 8°C for the ground, determine the minimum burial depth to prevent the water pipes from freezing.
The net force exerted on the piston by the exploding fuel-air mixture
and friction is 5 kN to the left. A clockwise couple M = 200 N-m acts on the crank AB.
The moment of inertia of the crank about A is 0.0003 kg-m2
. The mass of the
connecting rod BC is 0.36 kg, and its center of mass is 40 mm from B on the line from B
to C. The connecting rod’s moment of inertia about its center of mass is 0.0004 kg-m2
.
The mass of the piston is 4.6 kg. The crank AB has a counterclockwise angular velocity
of 2000 rpm at the instant shown. Neglect the gravitational forces on the crank,
connecting rod, and piston – they still have mass, just don’t include weight on the FBDs.
What is the piston’s acceleration?
Solve only no 1 calculations,the one with diagram,I need handwritten expert solutions
Problem 3
•
Compute the coefficient matrix and the right-hand side of the n-parameter Ritz approximation of the
equation
d
du
(1+x)·
= 0 for 0 < x < 1
dx
dx
u (0)
=
0, u(1) = 1
Use algebraic polynomials for the approximation functions. Specialize your result for n = 2 and compute the
Ritz coefficients.
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.