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Handbook of air conditioning and refrigeration / Shan K

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17.2 CHAPTER SEVENTEEN<br />

17.1 BASICS OF AIRFLOW IN DUCTS<br />

Bernoulli Equation<br />

The Bernoulli equation relates the mean velocity v, in ft/s (m/s), the pressure p, in lb f/ft 2 absolute<br />

(abs.) or psia (Pa abs.), <strong>and</strong> the elevation z, in ft (m), <strong>of</strong> a frictionless or ideal fluid at steady state.<br />

When a fluid motion is said to be in steady state, the variables <strong>of</strong> the fluid at any point along the<br />

fluid flow do not vary with time. Assuming constant density, the Bernoulli equation can be<br />

expressed in the following form:<br />

where p � static pressure, lb f/ft 2 abs. (Pa abs.)<br />

� � fluid density, lb m/ft 3 (kg/m 3 )<br />

g � gravitational acceleration, ft/s 2 (m/s 2 )<br />

g c � dimensional constant, 32.2 lb m� ft/lb f�s 2 (1)<br />

For convenience, lb � lb m (mass).<br />

Steady Flow Energy Equation<br />

(17.1)<br />

For a real fluid flowing between two cross sections in an <strong>air</strong> duct, pipe, or conduit, energy loss is inevitable<br />

because <strong>of</strong> the viscosity <strong>of</strong> the fluid, the presence <strong>of</strong> the mechanical friction, <strong>and</strong> eddies.<br />

The energy used to overcome these losses is usually transformed to heat energy. If we ignore the<br />

kinetic energy difference between the value calculated by the mean velocity <strong>of</strong> the cross section <strong>and</strong><br />

the value calculated according to the velocity distribution <strong>of</strong> the cross section, then the steady flow<br />

energy equation for a unit mass <strong>of</strong> real fluid is given as<br />

p� 1<br />

� 1<br />

where u � internal energy, Btu/lb (J/kg)<br />

J � Joule’s equivalent, 778 ft� lb f/Btu (1)<br />

q � heat supplied, Btu/lb (J/kg)<br />

W � work developed, ft� lb f/lb (J/s)<br />

(17.2)<br />

In Eq. (17.2), subscripts 1 <strong>and</strong> 2 indicate the cross section 1 <strong>and</strong> 2, respectively, <strong>and</strong> p 1� <strong>and</strong> p 2�<br />

denote the absolute static pressure at cross section 1 <strong>and</strong> 2. Signs <strong>of</strong> q <strong>and</strong> W follow the convention<br />

in thermodynamics, i.e., when heat is supplied to the system, q is positive <strong>and</strong> when heat is released<br />

from the system, q is negative. When work is developed by the system, W is positive; <strong>and</strong> for work<br />

input to the system, W is negative.<br />

Multiply both sides <strong>of</strong> Eq. (17.2) by �, ignore the difference in densities, <strong>and</strong> rearrange the<br />

terms. Then each term has the unit <strong>of</strong> pressure, in lb f/ft 2 abs. (Pa abs.), or<br />

p� 1 � � 1v 1 2<br />

� u 1J � v 1 2<br />

2g c<br />

2g c<br />

� � 1gz 1<br />

g c<br />

p<br />

�<br />

� v2<br />

2g c<br />

� gz 1<br />

g c<br />

� p� 2 � � 2v 2 2<br />

� qJ � p� 2<br />

r 2<br />

2g c<br />

� gz<br />

g c<br />

� constant<br />

� � 2gz 2<br />

g c<br />

� u 2J � v 2 2<br />

� �W � �J(u 2 � u 1 � q)<br />

(17.3)<br />

For an <strong>air</strong> duct or piping work without a fan, compressor, <strong>and</strong> pump, �W � 0.<br />

Let the pressure loss from viscosity, friction, <strong>and</strong> eddies between cross sections 1 <strong>and</strong> 2 be<br />

�p f � �J(u 2 � u 1 � q); then each term <strong>of</strong> Eq. (17.3) can be expressed in the form <strong>of</strong> pressure<br />

2g c<br />

� gz 2<br />

g c<br />

� W

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