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MariettaO [177]
3 years ago
9

An induced-draft cooling tower cools 90,000 gallons per minute of water from 84 to 68oF. Air at 14.61 psia, 70oF dry bulb and 60

oF wet bulb enters the tower and leaves saturated at 80oF. Find (a) the volume flow rate of air in cubic feet per minute, and (b) the makeup water required, in lbm/hr.

Engineering
1 answer:
belka [17]3 years ago
3 0

Answer:

a. V = 109.64 × 10⁵ ft/min

b. Mw = 654519.54 kg/hr

Explanation:

Given Parameters

mass flow rate of water, Mw = 90000g/min = 6607.33 kg/s

inlet temperature of water, T1 = 84 F = 28.89 C

outlet temperature of water, T2 = 68 F = 20 C

specific heat capacity of water, c = 4.18kJ/kgK

rate of heat remover from water, Qw is given by

Qw = 6607.33[28.89 - 20] * 4.18

Qw = 245529.545kw

For air, inlet condition

DBT = 70 F              hi = 43.43 kJ/kg

WBT = 60 F             wi = 0.00874 kJ/kg

                                u1 = 0.8445 m/kg

oulet condition,

DBT = 70 F        RH = 100.1

h1 = 83.504kJ/kg

Wo = 0.222kJ/kg

check the attached file for complete solution

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3 years ago
Oxides of nitrogen contribute to the formation of?
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Answer:

B. Acid rain.

C. Photochemical smog.

Explanation:

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3 years ago
What can be the main disadvantage of pulse amplitude modulation?​
Feliz [49]

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Explanation:

4 0
2 years ago
Two containers initially contain dry air at 40 °C. Water is added to both containers so that the relative humidity is 30% in con
enot [183]

Answer:

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8 0
3 years ago
A specimen of a 4340-steel alloy with a plane strain fracture toughness of 54.8 MPa sqrt(m) (50 ksi sqrt(in.)) is exposed to a s
Lunna [17]

Answer:

critical stress \sigma _c = 1382.67 MPa

Explanation:

given data

plane strain fracture toughness = 54.8 MP

length of surface creak = 0.5 mm

we take here

parameter Y = 1.0

solution

we apply critical stress formula that is

critical stress \sigma _c = \frac{K}{Y\sqrt{\pi \times a} }   .............................1

here K is design stress plane strain fracture toughness and a is length of surface creak so put all these value in equation 1

critical stress \sigma _c  =  \frac{54.8 \times 10^6}{1 \sqrt{\pi \times 5 \times 106{-4}}}    

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critical stress  = 1382.67 MPa

As exposed stress 1030 MPa is less than critical stress 1382 MPa

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