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Handbook of air conditioning and refrigeration / Shan K

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Conduction heat from node i � 1 � conduction heat from node i � 1<br />

� rate <strong>of</strong> change <strong>of</strong> internal energy <strong>of</strong> node i<br />

where Ui � internal energy <strong>of</strong> node i, Btu/lb (J/kg)<br />

� b, cb � density <strong>and</strong> specific heat <strong>of</strong> building material, lb/ft 3 (kg/m 3 �<br />

) <strong>and</strong> Btu/lb�°F<br />

(J/kg�°C)<br />

�t � selected time interval, s or min<br />

� qi�1:i � qi�1:i �<br />

t��t t<br />

bcb Ai�x (T i � T i) �t<br />

�Ui �t<br />

Substituting Eq. (6.50) into (6.52) <strong>and</strong> solving for T i t ��t , we have<br />

(6.52)<br />

In Eq. (6.53), Fo is the Fourier number <strong>and</strong> is defined as<br />

(6.53)<br />

Fo �<br />

Subscript b indicates the building material.<br />

(6.54)<br />

The choice <strong>of</strong> spacing �x <strong>and</strong> the time interval �t must meet some criterion to ensure convergence<br />

in the calculations. The criterion is the stability limit, or<br />

k b �t<br />

(�x) 2<br />

t��t t T i � Fo(T i�1 � T t i�1) � (1 � 2Fo)T t i<br />

Fo �<br />

Similarly, for moisture transfer at the interior nodes,<br />

1<br />

2<br />

<strong>and</strong><br />

where X � moisture content, dimensionless<br />

D lv � mass diffusivity <strong>of</strong> liquid <strong>and</strong> vapor, ft 2 /s (m 2 /s)<br />

Heat <strong>and</strong> Moisture Transfer at Surface Nodes<br />

X i t��t � Fomass (X t i�1 � X t i�1) � (1 � 2 Fo mass) X t i<br />

(6.55)<br />

(6.56)<br />

(6.57)<br />

For a one-dimensional heat flow, the energy balance at surface node i <strong>of</strong> the partition wall as shown<br />

in Fig. 6.8 is<br />

Conductive heat from node i � 1 � convective heat transfer from space <strong>air</strong><br />

� latent heat <strong>of</strong> moisture transfer from space <strong>air</strong> � radiative heat from internal loads<br />

� rate <strong>of</strong> change <strong>of</strong> internal energy <strong>of</strong> node i<br />

t t kAi (T i�1 � T i)<br />

�x<br />

� bc b<br />

Fomass � Dlv �t 1<br />

� 2 2<br />

(�x)<br />

� h ci A i(T t r � T t i) � � ah mi A i X t i (w t r � w t is) h fg<br />

� F1:iL r � Fp:iOr � Fm:i Mr � �bcb Ai �x<br />

2 T i t��t t � T i<br />

�t<br />

LOAD CALCULATIONS 6.37

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