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Gelneren [198K]
2 years ago
14

Consider a plane composite wall that is composed of two materials of thermal conductivities kA 0.1 W/mK and kB 0.04 W/mK and thi

cknesses LA 10 mm and LB 20 mm. The contact resistance at the interface between the two materials is known to be 0.30 m2 K/W. Material A adjoins a fluid at 200°C for which h = 10 W/m2 K, and material B adjoins a fluid at 40°C for which h = 20 W/m2 K.
a)What is the rate of heat transfer through a wall that is 2.5 meters high by 2 meters side?


b)What is the temperature at the exposed surface of material A?


c)What is the temperature at the exposed surface of material B?


d)Sketch the temperature distribution.

Engineering
1 answer:
Triss [41]2 years ago
3 0

Answer:

(a)  761.9 W

(b) 184.762 °C  

(c) 55.238 °C

(d) see figure

Explanation:

Data

k_A = 0.1 W/mK

k_B = 0.04 W/mK

L_A = 0.010 m

L_B = 0.020 m

resistance, R = 0.30 (m^2 K)/W

T_1 = 200 C

h_1 = 10 W/m^2 K

T_2 = 40 C

h_2 = 20 W/m^2 K

area, A = 2.5 m \times 2 m = 5 m^2

(a)

The rate of heat transfer is calculated as

Q = A \, \frac{1}{R_t} \, (T_1 - T_2) (1)

Total flux resistance is

R_t = 1/h_1 + 1/h_2 + L_A/k_A + L_B/k_B + R

R_t = (m^2 K)/10 W + (m^2 K)/20 W + 0.010 m (mK)/0.1 W+ 0.020 m (mK)/0.04 W + 0.30 (m^2 K)/W

R_t = 1.05 (m^2 K)/W

From equation 1

Q = 5 m^2 \, \frac{1}{1.05 (m^2 K)/W} \, (200 - 40) K

Q = 761.9 W

(b)

Between ambient next to material A and material A heat flux is

Q = A \, h_1 \, (T_1 - T_A)

T_A = T_1 - \frac{Q}{A \, h_1}

T_A = 200 C - \frac{761.9 W}{5 m^2 \, 10 W/m^2 C}

T_A = 184.762 C

(c)

Between material B and ambient next to material B heat flux is

Q = A \, h_2 \, (T_B - T_2)

T_B = \frac{Q}{A \, h_2}+ T_2

T_B = \frac{761.9 W}{5 m^2 \, 20 W/m^2 C} + 40 C

T_B = 55.238 C

(d)

See figured attached

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Answer:

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Explanation:

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2 years ago
The in situ moist unit weight of a soil is 17.3 kN/m3 and the moisture content is 16%. The specific gravity of soil solids is 2.
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Answer:

Explanation:

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Minimum dry unit weight of the soil

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w = 16%

Question

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Let determine the in situ dry unit weight γd(in-situ) using the relation

γd(in-situ) = γ(in-situ) / [1 + (w/100)]

γd(in-situ) = 17.3/ [1 + (18/100)]

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γd(in-situ) = 17.3 / 1.18

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Let the Volume to be excavated = V

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Given that, V(fill) = 2000m³

V(fill) is the volume of the compacted fill

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Lady_Fox [76]

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