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Arte-miy333 [17]
3 years ago
11

Problem 2 (10, pts) A 30-cm O.D. horizontal steam pipe has an outer surface temperature of 600K and is located in still air at 3

00K. Calculate the average heat transfer coefficient and the convective heat transfer per unit length of pipe.
Engineering
1 answer:
crimeas [40]3 years ago
6 0

Answer:

7.26 W/m^2 K ( average heat transfer coefficient )

2052.72 W  ( convective heat transfer per unit length of pipe )

Explanation:

Data given for this problem

Outer diameter ( O.D )  D = 30 CM = 0.3 m

outer surface temperature  Ts = 600K = 327⁰c

atmospheric temperature ( air temp ) Ta= 300k = 27⁰c

assuming ; steady state conditions and  atmospheric pressure = 1 atm

properties of air at film temperature which is = 177⁰c  = ( (Ts +Ta)/2)

thermal conductivity k  = 0.03625 W/m K

Kinematic viscosity , v = 3.17645 * 10^-5 m^2/s

Prandtl number, Pr = 0.6995

β = 1/450 = 2.22 * 10^-3

Rayleigh number (Rad) = \frac{gB(Ts-Ta)D^3}{v^2} * Pr

substituting the given values

Rayleigh number = 122.29 * 10^6

 Nu = [0.6 + \frac{0.387Rad^\frac{1}{16} }{[1+(0.559/Pr)^\frac{9}{16}]^\frac{8}{27}  } ]^2

substituting all the given values

Nu = 60.05

A) calculate the average heat transfer coefficient

H avg = \frac{K}{D} * Nu

         =  (0.03625 / 0.3 ) * 60.05

         = 7.26 W/m^2 K

B)  calculate convective heat transfer per unit length of pipe

Q = H avg * ( \piDl )(Ts - Ta)

assuming l = 1 m

Q = 7.26 * ( \pi * 0.3 * 1 )(327 -27 ) =  2052.72 W

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Consider a 2-shell-passes and 8-tube-passes shell-and-tube heat exchanger. What is the primary reason for using many tube passes
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djverab [1.8K]

Answer:

a) 159.07 MPa

b) 10.45 MPa

c) 79.535 MPa

Explanation:

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length of cantilever beam = 1.5m

outer width and height = 100 mm

wall thickness = 8mm

uniform load carried by beam  along entire length= 6.5 kN/m

concentrated force at free end = 4kN

first we  determine these values :

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Vmax = ( 6.5 * (1.5) + 4 ) = 13750 N

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B) Determine max transverse shear stress

attached below

   ζ = 10.45 MPa

C) Determine max shear stress in the beam

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hence max stress in the beam =  159.07 / 2 = 79.535 MPa  

attached below is the remaining solution

6 0
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