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Heat Chap05-029

Course: AET AET432, Spring 2007
School: ASU
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5 Chapter Numerical Methods in Heat Conduction 5-29 A plate is subjected to specified heat flux and specified temperature on one side, and no conditions on the other. The finite difference formulation of this problem is to be obtained, and the temperature of the other side under steady conditions is to be determined. Assumptions 1 Heat transfer through the plate is given to be steady and one-dimensional. 2 There...

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5 Chapter Numerical Methods in Heat Conduction 5-29 A plate is subjected to specified heat flux and specified temperature on one side, and no conditions on the other. The finite difference formulation of this problem is to be obtained, and the temperature of the other side under steady conditions is to be determined. Assumptions 1 Heat transfer through the plate is given to be steady and one-dimensional. 2 There is no heat generation in the plate. Properties The thermal conductivity is given to be k = 2.5 W/m C. Analysis The nodal spacing is given to be x=0.06 m. Then the number of nodes M becomes M L 1 x 0.3 m 1 6 0.06 m q0 T0 0 1 x 2 3 4 5 Nodes 1, 2, 3, and 4 are interior nodes, and thus for them we can use the general finite difference relation expressed as Tm 1 2Tm Tm x2 1 gm k 0 Tm 1 2Tm Tm 1 0 (since g 0) , for m = 1, 2, 3, and 4 The finite difference equation for node 0 on the left surface is obtained by applying an energy balance on the half volume element about node 0 and taking the direction of all heat transfers to be towards the node under consideration, q0 k T1 T0 x 0 700 W/m 2 (2.5 W/m C) T1 60 C 0.06 m 0 T1 43.2 C Other nodal temperatures are determined from the general interior node relation as follows: m 1: m m m 2: 3: 4: T2 T3 T4 T5 2T1 T0 2T2 T1 2T3 T2 2T4 T3 2 43.2 60 2 26.4 43.2 2 9.6 26.4 2 ( 7.2) 9.6 26.4 C 9.6 C 7.2 C 24 C Therefore, the temperature of the other surface will be 24 C Discussion This problem can be solved analytically by solving the differential equation as described in Chap. 2, and the analytical (exact) solution can be used to check the accuracy of the numerical solution above. 5-18 Chapter 5 Numerical Methods in Heat Conduction 5-30E A large plate lying on the ground is subjected to convection and radiation. Finite difference formulation is to be obtained, and the top and bottom surface temperatures under steady conditions are to be determined. Assumptions 1 Heat transfer through the plate is given to be steady and one-dimensional. 2 There is no heat generation in the plate and the soil. 3 Thermal contact resistance at plate-soil interface is negligible. Properties The thermal conductivity of the plate and the soil are given to be kplate = 7.2 Btu/h ft F and ksoil = 0.49 Btu/h ft F. Analysis The nodal spacing is given to be x1=1 in. in the plate, and be x2=0.6 ft in the soil. Then the number of nodes becomes M L x plate L x 1 soil 5 in 1 in 3 ft 1 11 0.6 ft The temperature at node 10 (bottom of thee soil) is given to be T10 =50 F. Nodes 1, 2, 3, and 4 in the plate and 6, 7, 8, and 9 in the soil are interior nodes, and thus for them we can use the general finite difference relation expressed as Tm 1 2Tm Tm x2 1 gm k 0 Tm 1 2Tm Tm 1 0 (since g 0) The finite difference equation for node 0 on the left surface and node 5 at the interface are obtained by applying an energy balance on their respective volume elements and taking the direction of all heat transfers to be towards the node under consideration: Node 0 (top surface) : h(T Node 1 (interior) : Node 2 (interior) : Node 3 (interior) : Node 4 (interior) : Node 5 (interface) : Node 6 (interior) : Node 7 (interior) : Node 8 (interior) : Node 9 (interior) : T0 ) 4 [Tsky (T0 460) 4 ] k plate 0 0 0 0 0 T1 T0 x1 0 T0 T2 T3 k plate T4 T5 x1 T5 T6 T7 T8 2T1 T2 2T3 T4 2T4 T5 k soil Tsky Radiation Convection h, T 0 1 2 3 4 5 6 Soil 7 8 9 0.6 ft T1 2T2 T3 T6 T5 x2 0 0 0 0 Plate 2T6 T7 2T7 T8 2T8 T9 2T9 T10 1 in where x1=1/12 ft, x2=0.6 ft, kplate = 7.2 Btu/h ft F, ksoil = 0.49 Btu/h ft F, h = 3.5 Btu/h ft2 F, Tsky =510 R, = 0.6, T 80 F , and T10 =50 F. This system of 10 equations with 10 unknowns constitute the finite difference formulation of the problem. (b) The temperatures are determined by solving equations above to be T6 =69.6 F, T7 =64.7 F, T8 =59.8 F, T9 =54.9 F 10 T0 = 74.71 F, T1 =74.67 F, T2 =74.62 F, T3 =74.58 F, T4 =74.53 F, T5 =74.48 F, Discussion Note that the plate is essentially isothermal at about 74.6 F. Also, the temperature in each layer varies linearly and thus we could solve this problem by considering 3 nodes only (one at the interface and two at the boundaries). 5-31E A large plate lying on the ground is subjected to convection from its exposed surface. The finite difference formulation of this problem is to be obtained, and the top and bottom surface temperatures under steady conditions are to be determined. 5-19 Chapter 5 Numerical Methods in Heat Conduction Assumptions 1 Heat transfer through the plate is given to be steady and one-dimensional. 2 There is no heat generation in the plate and the soil. 3 The thermal contact resistance at the plate-soil interface is negligible. 4 Radiation heat transfer is negligible. Properties The thermal conductivity of the plate and the soil are given to be kplate = 7.2 Btu/h ft F and ksoil = 0.49 Btu/h ft F. Analysis The nodal spacing is given to be x1=1 in. in the plate, and be x2=0.6 ft in the soil. Then the number of nodes becomes M L x plate L x 1 soil 5 in 1 in 3 ft 1 11 0.6 ft The temperature at node 10 (bottom of thee soil) is given to be T10 =50 F. Nodes 1, 2, 3, and 4 in the plate and 6, 7, 8, and 9 in the soil are interior nodes, and thus for them we can use the general finite difference relation expressed as Tm 1 2Tm Tm x2 1 gm k 0 Tm 1 2Tm Tm 1 0 (since g 0) The finite difference equation for node 0 on the left surface and node 5 at the interface are obtained by applying an energy balance on their respective volume elements and taking the direction of all heat transfers to be towards the node under consideration: Node 0 (top surface) : h(T Node 1 (interior) : Node 2 (interior) : Node 3 (interior) : Node 4 (interior) : Node 5 (interface) : Node 6 (interior) : Node 7 (interior) : Node 8 (interior) : Node 9 (interior) : T0 ) k plate T0 T2 T1 T0 x1 2T1 T2 0 0 0 0 0 T6 T5 x2 0 0 0 0 Convection h, T 0 1 2 3 4 5 6 Soil 7 ksoil = 0.49 8 9 10 0.6 ft T1 2T2 T3 2T3 T4 T 3 2T4 T5 k plate T4 T5 x1 T5 T6 T7 T8 2T7 Plate 0 k soil 1 in 2T6 T7 T8 2T8 T9 2T9 T10 where x1=1/12 ft, x2=0.6 ft, kplate = 7.2 Btu/h ft F, 80 F , and T10 =50 F. Btu/h ft F, h = 3.5 Btu/h ft2 F, T This system of 10 equations with 10 unknowns constitute the finite difference formulation of the problem. (b) The temperatures are determined by solving equations above to be T0 =78.67 F, T1 =78.62 F, T2 =78.57 F, T3 =78.51 F, T4 =78.46 F, T5 =78.41 F, T6 =72.7 F, T7 =67.0 F, T8 =61.4 F, T9 =55.7 F Discussion Note that the plate is essentially isothermal at about 78.6 F. Also, the temperature in each layer varies linearly and thus we could solve this problem by considering 3 nodes only (one at the interface and two at the boundaries). 5-20 Chapter 5 Numerical Methods in Heat Conduction 5-32 The handle of a stainless steel spoon partially immersed in boiling water loses heat by convection and radiation. The finite difference formulation of the problem is to be obtained, and the tip temperature of the spoon as well as the rate of heat transfer from the exposed surfaces are to be determined. Assumptions 1 Heat transfer through the handle of the spoon is given to be steady and one-dimensional. 2 Thermal conductivity and emissivity are constant. 3 Convection heat transfer coefficient is constant and uniform. Properties The thermal conductivity and emissivity are given to be k = 15.1 W/m C and = 0.8. Analysis The nodal spacing is given to be number of nodes M becomes M L 18 cm 1 1 7 x 3 cm Tsurr h, T x=3 cm. Then the The base temperature at node 0 is given to be T0 = 95 C. This problem involves 6 unknown nodal temperatures, and thus we need to have 6 equations to determine them uniquely. Nodes 1, 2, 3, 4, and 5 are interior nodes, and thus for them we can use the general finite difference relation expressed as kA Tm 1 6 5 4 3 2 1 0 3 cm Tm x kA 1 Tm 1 Tm x h( p x)(T Tm ) 4 ( p x)[Tsurr (Tm 273) 4 ] 0 or Tm 1 2Tm Tm h( p x 2 / kA)(T Tm ) 4 ( p x 2 / kA)[Tsurr (Tm 273) 4 ] 0 , m = 1,2,3,4,5 The finite difference equation for node 6 at the fin tip is obtained by applying an energy balance on the half volume element about node 6. Then, m= 1: T0 2T1 T2 h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T T1 ) T2 ) T3 ) 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr (T1 273) 4 ] 0 (T2 (T3 m= 2: T1 2T2 T3 m= 3: T2 m= 4: T3 m= 5: T4 2T3 T4 273) 4 ] 0 273) 4 ] 0 2T4 T5 2T5 T6 T5 T6 x h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x / 2 A)(T T4 ) T5 ) T6 ) 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr 4 ( p x / 2 A)[Tsurr (T4 (T5 (T6 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 Node 6: kA where x and 0.03 m, k 15.1 W/m C, 0.6, T 0.2 10 4 25 C, T0 m 2 and p 95 C, Tsurr 2(1 0.2 cm) 295 K, h 13 W/m 2 C 2.4 cm 0.024 m A (1 cm)(0.2cm) 0.2 cm2 The system of 6 equations with 6 unknowns constitute the finite difference formulation of the problem. (b) The nodal temperatures under steady conditions are determined by solving the 6 equations above simultaneously with an equation solver to be T1 =49.0 C, T2 = 33.0 C, T3 =27.4 C, T4 =25.5 C, T5 =24.8 C, and T6 =24.6 C, (c) The total rate of heat transfer from the spoon handle is simply the sum of the heat transfer from each nodal element, and is determined from Qfin 6 m 0 Qelement, m 6 6 hAsurface, m (Tm m 0 T ) m 0 Asurface, m [(Tm 4 273) 4 Tsurr ] 0.92 W where Asurface, m =p x/2 for node 0, Asurface, m =p x/2+A for node 6, and Asurface, m =p x for other nodes. 5-33 The handle of a stainless steel spoon partially immersed in boiling water loses heat by convection and radiation. The finite difference formulation of the problem for all nodes is to be obtained, and the 5-21 Chapter 5 Numerical Methods in Heat Conduction temperature of the tip of the spoon as well as the rate of heat transfer from the exposed surfaces of the spoon are to be determined. Assumptions 1 Heat transfer through the handle of the spoon is given to be steady and one-dimensional. 2 The thermal conductivity and emissivity are constant. 3 Heat transfer coefficient is constant and uniform. Properties The thermal conductivity and emissivity are given to be k = 15.1 W/m C and = 0.8. Analysis The nodal spacing is given to be number of nodes M becomes M L 18 cm 1 1 13 x 1.5 cm x=1.5 cm. Then the Tsurr h, T 13 . . . . . 0 1.5 cm The base temperature at node 0 is given to be T0 = 95 C. This problem involves 12 unknown nodal temperatures, and thus we need to have 6 equations to determine them uniquely. Nodes 1 through 12 are interior nodes, and thus for them we can use the general finite difference relation expressed as kA Tm 1 Tm x kA Tm 1 Tm x h( p x)(T Tm ) 4 ( p x)[Tsurr (Tm 273) 4 ] 0 or Tm 1 2Tm Tm 1 h( p x 2 / kA)(T Tm ) 4 ( p x 2 / kA)[Tsurr (Tm 273) 4 ] 0 , m = 1-12 The finite difference equation for node 6 at the fin tip is obtained by applying an energy balance on the half volume element about node 13. Then, m= 1: T0 2T1 T2 h( p x 2 / kA)(T T1 ) 4 ( p x 2 / kA)[Tsurr (T1 273) 4 ] 0 m= 2: T1 2T2 T3 m= 3: T2 m= 4: T3 m m m m m 5: 6: 7: 8: 9: h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T T2 ) T3 ) T4 ) T5 ) T6 ) T7 ) T8 ) T9 ) 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr (T2 (T3 (T4 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 273) 4 ] 0 2T3 T4 2T4 T5 T4 T5 T6 T7 T8 2T5 T6 2T6 2T7 2T9 T7 T8 T10 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr (T5 (T6 (T7 (T8 (T9 2T8 T9 2T10 T11 2T11 T12 h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T m 10 : T9 m 11 : T10 m 12 : T10 ) T11 ) T12 ) T13 ) (T10 (T11 (T12 (T13 4 ( p x 2 / kA)[Tsurr 4 ( p x 2 / kA)[Tsurr 4 ( p x / 2 A)[Tsurr T11 2T12 T13 T12 T13 x Node 13: kA where x h( p x / 2 A)(T 0.03 m, k 15.1 W/m C, 0.2 10 0.6, T 4 25 C, T0 95 C, Tsurr 295 K, h 13 W/m 2 C A (1 cm)(0.2cm) 0.2 cm2 m 2 and p 2(1 0.2 cm) 2.4 cm 0.024 m (b) The nodal temperatures under steady conditions are determined by solving the equations above to be T1 =65.2 C, T2 = 48.1 C, T3 =38.2 C, T4 =32.4 C, T5 =29.1 C, T6 =27.1 C, T7 =26.0 C, 5-22 Chapter 5 Numerical Methods in Heat Conduction T8 =25.3 C, T9 = 24.9 C, T10 =24.7 C, T11 =24.6 C, T12 =24.5 C, and T13 =24.5 C, (c) The total rate of heat transfer from the spoon handle is the sum of the heat transfer from each element, Qfin 13 m 0 Qelement, m 13 13 hAsurface, m (Tm m 0 T ) m 0 Asurface, m [(Tm 4 273) 4 Tsurr ] 0.83 W where Asurface, m =p x/2 for node 0, Asurface, m =p x/2+A for node 13, and Asurface, m =p x for other nodes. 5-23 Chapter 5 Numerical Methods in Heat Conduction 5-34 "!PROBLEM 5-34" "GIVEN" k=15.1 "[W/m-C], parameter to be varied" "epsilon=0.6 parameter to be varied" T_0=95 "[C]" T_infinity=25 "[C]" w=0.002 "[m]" s=0.01 "[m]" L=0.18 "[m]" h=13 "[W/m^2-C]" T_surr=295 "[K]" DELTAx=0.015 "[m]" sigma=5.67E-8 "[W/m^2-K^4], Stefan-Boltzmann constant" "ANALYSIS" "(b)" M=L/DELTAx+1 "Number of nodes" A=w*s p=2*(w+s) "Using the finite difference method, the five equations for the unknown temperatures at 12 nodes are determined to be" T_0-2*T_1+T_2+h*(p*DELTAx^2)/(k*A)*(T_infinityT_1)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_1+273)^4)=0 "mode 1" T_1-2*T_2+T_3+h*(p*DELTAx^2)/(k*A)*(T_infinityT_2)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_2+273)^4)=0 "mode 2" T_2-2*T_3+T_4+h*(p*DELTAx^2)/(k*A)*(T_infinityT_3)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_3+273)^4)=0 "mode 3" T_3-2*T_4+T_5+h*(p*DELTAx^2)/(k*A)*(T_infinityT_4)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_4+273)^4)=0 "mode 4" T_4-2*T_5+T_6+h*(p*DELTAx^2)/(k*A)*(T_infinityT_5)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_5+273)^4)=0 "mode 5" T_5-2*T_6+T_7+h*(p*DELTAx^2)/(k*A)*(T_infinityT_6)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_6+273)^4)=0 "mode 6" T_6-2*T_7+T_8+h*(p*DELTAx^2)/(k*A)*(T_infinityT_7)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_7+273)^4)=0 "mode 7" T_7-2*T_8+T_9+h*(p*DELTAx^2)/(k*A)*(T_infinityT_8)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_8+273)^4)=0 "mode 8" T_8-2*T_9+T_10+h*(p*DELTAx^2)/(k*A)*(T_infinityT_9)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_9+273)^4)=0 "mode 9" T_9-2*T_10+T_11+h*(p*DELTAx^2)/(k*A)*(T_infinityT_10)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_10+273)^4)=0 "mode 10" T_10-2*T_11+T_12+h*(p*DELTAx^2)/(k*A)*(T_infinityT_11)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_11+273)^4)=0 "mode 11" T_11-2*T_12+T_13+h*(p*DELTAx^2)/(k*A)*(T_infinityT_12)+epsilon*sigma*(p*DELTAx^2)/(k*A)*(T_surr^4-(T_12+273)^4)=0 "mode 12" k*A*(T_12-T_13)/DELTAx+h*(p*DELTAx/2+A)*(T_infinityT_13)+epsilon*sigma*(p*DELTAx/2+A)*(T_surr^4-(T_13+273)^4)=0 "mode 13" T_tip=T_13 "(c)" A_s_0=p*DELTAx/2 A_s_13=p*DELTAx/2+A A_s=p*DELTAx Q_dot=Q_dot_0+Q_dot_1+Q_dot_2+Q_dot_3+Q_dot_4+Q_dot_5+Q_dot_6+Q_dot_7+Q_dot_8 +Q_dot_9+Q_dot_10+Q_dot_11+Q_dot_12+Q_dot_13 "where" Q_dot_0=h*A_s_0*(T_0-T_infinity)+epsilon*sigma*A_s_0*((T_0+273)^4-T_surr^4) 5-24 Chapter 5 Numerical Methods in Heat Conduction Q_dot_1=h*A_s*(T_1-T_infinity)+epsilon*sigma*A_s*((T_1+273)^4-T_surr^4) Q_dot_2=h*A_s*(T_2-T_infinity)+epsilon*sigma*A_s*((T_2+273)^4-T_surr^4) Q_dot_3=h*A_s*(T_3-T_infinity)+epsilon*sigma*A_s*((T_3+273)^4-T_surr^4) Q_dot_4=h*A_s*(T_4-T_infinity)+epsilon*sigma*A_s*((T_4+273)^4-T_surr^4) Q_dot_5=h*A_s*(T_5-T_infinity)+epsilon*sigma*A_s*((T_5+273)^4-T_surr^4) Q_dot_6=h*A_s*(T_6-T_infinity)+epsilon*sigma*A_s*((T_6+273)^4-T_surr^4) Q_dot_7=h*A_s*(T_7-T_infinity)+epsilon*sigma*A_s*((T_7+273)^4-T_surr^4) Q_dot_8=h*A_s*(T_8-T_infinity)+epsilon*sigma*A_s*((T_8+273)^4-T_surr^4) Q_dot_9=h*A_s*(T_9-T_infinity)+epsilon*sigma*A_s*((T_9+273)^4-T_surr^4) Q_dot_10=h*A_s*(T_10-T_infinity)+epsilon*sigma*A_s*((T_10+273)^4-T_surr^4) Q_dot_11=h*A_s*(T_11-T_infinity)+epsilon*sigma*A_s*((T_11+273)^4-T_surr^4) Q_dot_12=h*A_s*(T_12-T_infinity)+epsilon*sigma*A_s*((T_12+273)^4-T_surr^4) Q_dot_13=h*A_s_13*(T_13-T_infinity)+epsilon*sigma*A_s_13*((T_13+273)^4-T_surr^4) k [W/m.C] 10 30.53 51.05 71.58 92.11 112.6 133.2 153.7 174.2 194.7 215.3 235.8 256.3 276.8 297.4 317.9 338.4 358.9 379.5 400 Ttip [C] 24.38 25.32 27.28 29.65 32.1 34.51 36.82 39 41.06 42.98 44.79 46.48 48.07 49.56 50.96 52.28 53.52 54.69 55.8 56.86 Q [W] 0.6889 1.156 1.482 1.745 1.969 2.166 2.341 2.498 2.641 2.772 2.892 3.003 3.106 3.202 3.291 3.374 3.452 3.526 3.595 3.66 5-25 Chapter 5 Numerical Methods in Heat Conduction Ttip [C] 25.11 25.03 24.96 24.89 24.82 24.76 24.7 24.64 24.59 24.53 24.48 24.39 24.43 24.34 24.3 24.26 24.22 24.18 24.14 Q [W] 0.722 0.7333 0.7445 0.7555 0.7665 0.7773 0.7881 0.7987 0.8092 0.8197 0.83 0.8403 0.8504 0.8605 0.8705 0.8805 0.8904 0.9001 0.9099 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 0.75 0.8 0.85 0.9 0.95 1 5-26 Chapter 5 Numerical Methods in Heat Conduction 5-27 Chapter 5 Numerical Methods in Heat Conduction 5-35 One side of a hot vertical plate is to be cooled by attaching aluminum fins of rectangular profile. The finite difference formulation of the problem for all nodes is to be obtained, and the nodal temperatures, the rate of heat transfer from a single fin and from the entire surface of the plate are to be determined. Assumptions 1 Heat transfer along the fin is given to be steady and one-dimensional. 2 The thermal conductivity is constant. 3 Combined convection and radiation heat transfer coefficient is constant and uniform. Properties The thermal conductivity is given to be k = 237 W/m C. Analysis (a) The nodal spacing is given to be x=0.5 cm. Then the number of nodes M becomes L 2 cm M 1 1 5 x 0.5 cm The base temperature at node 0 is given to be T0 = 130 C. This problem involves 4 unknown nodal temperatures, and thus we need to have 4 equations to determine them uniquely. Nodes 1, 2, and 3 are interior nodes, and thus for them we can use the general finite difference relation expressed as T Tm T Tm kA m 1 kA m 1 h( p x)(T Tm ) 0 Tm 1 2Tm Tm 1 h( p x 2 / kA)(T Tm ) 0 x x The finite difference equation for node 4 at the fin tip is obtained by h, T T0 applying an energy balance on the half volume element about that node. Then, x m= 1: T 2T T h( p x 2 / kA)(T T ) 0 0 1 2 1 m= 2: T1 2T2 T3 m= 3: T2 Node 4: where and x 2T3 T4 kA h( p x / kA)(T h( p x / kA)(T 2 2 T2 ) T3 ) 0 0 T4 ) 0 0 1 2 3 4 T3 T4 x h( p x / 2 A)(T 0.005 m, k 237 W/m C, T 35 C, T0 130 C, h 30 W/m 2 C 6.006 m . A (3 m)(0.003 m) 0.009 m 2 and p 2(3 0.003 m) This system of 4 equations with 4 unknowns constitute the finite difference formulation of the problem. (b) The nodal temperatures under steady conditions are determined by solving the 4 equations above simultaneously with an equation solver to be T1 =129.2 C, T2 =128.7 C, T3 =128.3 C, T4 =128.2 C (c) The rate of heat transfer from a single fin is simply the sum of the heat transfer from each nodal element, Qfin 4 m 0 Qelement, m 4 hAsurface, m (Tm T ) m 0 hp( x / 2)(T0 T ) hp x(T1 T2 T3 3T ) h( p x / 2 A)(T4 T ) 2m (0.003 0.004) m 363 W (d) The number of fins on the surface is Plate height No. of fins Fin thickn ess fin spacing 286 fins Then the rate of heat tranfer from the fins, the unfinned portion, and the entire finned surface become Q ( No. of fins )Q 286(363 W) 103,818 W fin, total fin Q`unfinned hAunfinned (T0 T ) (30 W/m 2 C)(286 3 m 0.004 m)(130 - 35) C Q total Qfin, total Q unfinned 103,818 9781 113,600 W 114 kW 9781 W 5-28 Chapter 5 Numerical Methods in Heat Conduction 5-36 One side of a hot vertical plate is to be cooled by attaching aluminum pin fins. The finite difference formulation of the problem for all nodes is to be obtained, and the nodal temperatures, the rate of heat transfer from a single fin and from the entire surface of the plate are to be determined. Assumptions 1 Heat transfer along the fin is given to be steady and one-dimensional. 2 The thermal conductivity is constant. 3 Combined convection and radiation heat transfer coefficient is constant and uniform. Properties The thermal conductivity is given to be k = 237 W/m C. Analysis (a) The nodal spacing is given to be x=0.5 cm. Then the number of nodes M becomes L 3 cm M 1 1 7 x 0.5 cm The base temperature at node 0 is given to be T0 = 100 C. This problem involves 6 unknown nodal temperatures, and thus we need to have 6 equations to determine them uniquely. Nodes 1, 2, 3, 4, and 5 are interior nodes, and thus for them we can use the general finite difference relation expressed as T Tm T Tm kA m 1 kA m 1 h( p x)(T Tm ) 0 Tm 1 2Tm Tm 1 h( p x 2 / kA)(T Tm ) 0 x x The finite difference equation for node 6 at the fin tip is obtained by applying an energy balance on the half volume element about that node. Then, h, T T0 m= 1: T0 2T1 T2 h( p x 2 / kA)(T T1 ) 0 m= 2: T1 2T2 T3 m= 3: T2 m= 4: T3 m= 5: T4 2T3 T4 2T4 T5 2T5 T6 T5 T6 x h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x / 2 A)(T T2 ) T3 ) T4 ) T5 ) T6 ) 0 0 0 0 0 x 0 1 2 3 4 5 6 Node 6: kA where and x A p 0.005 m, k 2 237 W/m C, T 2 30 C, T0 2 100 C, h -4 35 W/m 2 m 2 C D /4 (0.25 cm) /4 0.0491 cm D (0.0025 m) 0.00785 m 0.0491 10 (b) The nodal temperatures under steady conditions are determined by solving the 6 equations above simultaneously with an equation solver to be T1 =97.9 C, T2 =96.1 C, T3 =94.7 C, T4 =93.8 C, T5 =93.1 C, T6 =92.9 C (c) The rate of heat transfer from a single fin is simply the sum of the heat transfer from the nodal elements, Qfin 6 m 0 Qelement, m 6 hAsurface, m (Tm T ) m 0 hp x / 2(T0 T ) hp x(T1 T2 T3 T4 T5 No. of fins 5T ) h( p x / 2 A)(T6 T ) 1m2 (0.006 m)(0.006 m) 27,778 fins 0.5496 W (d) The number of fins on the surface is Then the rate of heat tranfer from the fins, the unfinned portion, and the entire finned surface become Q ( No. of fins )Q 27,778(0.5496 W) 15,267 W fin, total fin Q`unfinned hAunfinned (T0 T ) (35 W/m 2 C)(1 - 27,778 0.0491 10 Q total Qfin, total Q unfinned 15,267 2116 17,383 W 17.4 kW 4 m 2 )(100 - 30) C 2116 W 5-29 Chapter 5 Numerical Methods in Heat Conduction 5-37 One side of a hot vertical plate is to be cooled by attaching copper pin fins. The finite difference formulation of the problem for all nodes is to be obtained, and the nodal temperatures, the rate of heat transfer from a single fin and from the entire surface of the plate are to be determined. Assumptions 1 Heat transfer along the fin is given to be steady and one-dimensional. 2 The thermal conductivity is constant. 3 Combined convection and radiation heat transfer coefficient is constant and uniform. Properties The thermal conductivity is given to be k = 386 W/m C. Analysis (a) The nodal spacing is given to be x=0.5 cm. Then the number of nodes M becomes L 3 cm M 1 1 7 x 0.5 cm The base temperature at node 0 is given to be T0 = 100 C. This problem involves 6 unknown nodal temperatures, and thus we need to have 6 equations to determine them uniquely. Nodes 1, 2, 3, 4, and 5 are interior nodes, and thus for them we can use the general finite difference relation expressed as T Tm T Tm kA m 1 kA m 1 h( p x)(T Tm ) 0 Tm 1 2Tm Tm 1 h( p x 2 / kA)(T Tm ) 0 x x The finite difference equation for node 6 at the fin tip is obtained by applying an energy balance on the half volume element about that node. Then, h, T T0 m= 1: T0 2T1 T2 h( p x 2 / kA)(T T1 ) 0 m= 2: T1 2T2 T3 m= 3: T2 m= 4: T3 m= 5: T4 2T3 T4 2T4 T5 2T5 T6 T5 T6 x h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x 2 / kA)(T h( p x / 2 A)(T T2 ) T3 ) T4 ) T5 ) T6 ) 0 0 0 0 0 x 0 1 2 3 4 5 6 Node 6: kA where and A p x 0.005 m, k 2 386 W/m C, T 2 30 C, T0 2 100 C, h -4 35 W/m 2 C D /4 (0.25 cm) /4 0.0491 cm D (0.0025 m) 0.00785 m 0.0491 10 m 2 (b) The nodal temperatures under steady conditions are determined by solving the 6 equations above simultaneously with an equation solver to be T1 =98.6 C, T2 =97.5 C, T3 =96.7 C, T4 =96.0 C, T5 =95.7 C, T6 =95.5 C (c) The rate of heat transfer from a single fin is simply the sum of the heat transfer from the nodal elements, Qfin 6 m 0 Qelement, m 6 hAsurface, m (Tm T ) m 0 hp x / 2(T0 T ) hp x(T1 T2 T3 T4 T5 No. of fins 5T ) h( p x / 2 A)(T6 T ) 1m2 (0.006 m)(0.006 m) 27,778 fins 0.5641 W (d) The number of fins on the surface is Then the rate of heat tranfer from the fins, the unfinned portion, and the entire finned surface become Q ( No. of fins )Q 27,778(0.5641 W) 15,670 W fin, total fin Q`unfinned hAunfinned (T0 T ) (35 W/m 2 C)(1 - 27,778 0.0491 10 Q total Qfin, total Q unfinned 15,670 2116 17,786 W 17.8 kW 4 m 2 )(100 - 30) C 2116 W 5-30 Chapter 5 Numerical Methods in Heat Conduction 5-38 Two cast iron steam pipes are connected to each other through two 1-cm thick flanges, and heat is lost from the flanges by convection and radiation. The finite difference formulation of the problem for all nodes is to be obtained, and the temperature of the tip of the flange as well as the rate of heat transfer from the exposed surfaces of the flange are to be determined. Assumptions 1 Heat transfer through the flange is stated to be steady and one-dimensional. 2 The thermal conductivity and emissivity are constants. 3 Convection heat transfer coefficient is constant and uniform. Properties The thermal conductivity and emissivity are given to be k = 52 W/m C and = 0.8. Analysis (a) The distance between nodes 0 and 1 is the thickness of the pipe, x1=0.4 cm=0.004 m. The nodal spacing along the flange is given to be x2=1 cm = 0.01 m. Then the number of nodes M becomes M L x 2 5 cm 2 1 cm 7 Tsurr ho, T hi Ti 0 1 2 x 3 4 5 6 This problem involves 7 unknown nodal temperatures, and thus we need to have 7 equations to determine them uniquely. Noting that the total thickness of the flange is t = 0.02 m, the heat conduction area at any location along the flange is Acond 2 rt where the values of radii at the nodes and between the nodes (the mid points) are r0=0.046 m, r1=0.05 m, r2=0.06 m, r3=0.07 m, r4=0.08 m, r5=0.09 m, r6=0.10 m r01=0.048 m, r12=0.055 m, r23=0.065 m, r34=0.075 m, r45=0.085 m, r56=0.095 m Then the finite difference equations for each node are obtained from the energy balance to be as follows: Node 0: Node 1: k (2 tr01 ) T0 T1 x1 k (2 tr12 ) T1 T2 x2 T2 T3 x2 T3 T4 x2 T4 T5 x2 T5 T6 x2 T2 T1 x2 k (2 tr23 ) 2[2 t (r1 T3 T2 x2 T4 T3 x2 T5 T4 x2 T6 T5 x2 r12 ) / 2)]( x 2 / 2){h(T T1 ) 4 [Tsurr hi (2 tr0 )(Ti T0 ) k (2 tr01 ) T1 T0 x1 0 (T1 273) 4 ]} 0 Node 2: k (2 tr12 ) 2(2 tr2 x 2 ){h(T T2 ) 4 [Tsurr (T2 273) 4 ]} 0 Node 3: k (2 tr23 ) k (2 tr34 ) 2(2 tr3 x 2 ){h(T T3 ) 4 [Tsurr (T3 273) 4 ]} 0 Node 4: k (2 tr34 ) k (2 tr45 ) 2(2 tr4 x 2 ){h(T T4 ) 4 [Tsurr (T4 273) 4 ]} 0 Node 5: k (2 tr45 ) k (2 tr56 ) 2(2 tr5 x 2 ){h(T T5 ) 4 [Tsurr (T5 273) 4 ]} 0 Node 6: k (2 tr56 ) where h 2[2 t ( x 2 / 2)(r56 r6 ) / 2 2 r6 t ]{h(T T6 ) 4 [Tsurr (T6 273) 4 ]} 0 x1 2 0.004 m, C, hi x2 0.01 m, k 2 52 W/m C, -8 2 0.8, T 4 8 C, Tin 200 C, Tsurr 290 K and 25 W/m 180 W/m C, 5.67 10 W/m K . The system of 7 equations with 7 unknowns constitutes the finite difference formulation of the problem. (b) The nodal temperatures under steady conditions are determined by solving the 7 equations above simultaneously with an equation solver to be 5-31 Chapter 5 Numerical Methods in Heat Conduction T0 =119.7 C, T1 =118.6 C, T2 = 116.3 C, T3 =114.3 C, T4 =112.7 C, T5 =111.2 C, and T6 = 109.9 C (c) Knowing the inner surface temperature, the rate of heat transfer from the flange under steady conditions is simply the rate of heat transfer from the steam to the pipe at flange section Qfin 6 m 1 Qelement, m 6 6 hAsurface, m (Tm m 1 T ) m 1 Asurface, m [(Tm 4 273) 4 Tsurr ] 83.6 W where Asurface, m are as given above for different nodes. 5-32 Chapter 5 Numerical Methods in Heat Conduction 5-39 "!PROBLEM 5-39" "GIVEN" t_pipe=0.004 "[m]" k=52 "[W/m-C]" epsilon=0.8 D_o_pipe=0.10 "[m]" t_flange=0.01 "[m]" D_o_flange=0.20 "[m]" T_steam=200 "[C], parameter to be varied" h_i=180 "[W/m^2-C]" T_infinity=8 "[C]" "h=25 [W/m^2-C], parameter to be varied" T_surr=290 "[K]" DELTAx=0.01 "[m]" sigma=5.67E-8 "[W/m^2-K^4], Stefan-Boltzmann constant" "ANALYSIS" "(b)" DELTAx_1=t_pipe "the distance between nodes 0 and 1" DELTAx_2=t_flange "nodal spacing along the flange" L=(D_o_flange-D_o_pipe)/2 M=L/DELTAx_2+2 "Number of nodes" t=2*t_flange "total thixkness of the flange" "The values of radii at the nodes and between the nodes /-(the midpoints) are" r_0=0.046 "[m]" r_1=0.05 "[m]" r_2=0.06 "[m]" r_3=0.07 "[m]" r_4=0.08 "[m]" r_5=0.09 "[m]" r_6=0.10 "[m]" r_01=0.048 "[m]" r_12=0.055 "[m]" r_23=0.065 "[m]" r_34=0.075 "[m]" r_45=0.085 "[m]" r_56=0.095 "[m]" "Using the finite difference method, the five equations for the unknown temperatures at 7 nodes are determined to be" h_i*(2*pi*t*r_0)*(T_steam-T_0)+k*(2*pi*t*r_01)*(T_1-T_0)/DELTAx_1=0 "node 0" k*(2*pi*t*r_01)*(T_0-T_1)/DELTAx_1+k*(2*pi*t*r_12)*(T_2T_1)/DELTAx_2+2*2*pi*t*(r_1+r_12)/2*(DELTAx_2/2)*(h*(T_infinityT_1)+epsilon*sigma*(T_surr^4-(T_1+273)^4))=0 "node 1" k*(2*pi*t*r_12)*(T_1-T_2)/DELTAx_2+k*(2*pi*t*r_23)*(T_3T_2)/DELTAx_2+2*2*pi*t*r_2*DELTAx_2*(h*(T_infinity-T_2)+epsilon*sigma*(T_surr^4(T_2+273)^4))=0 "node 2" k*(2*pi*t*r_23)*(T_2-T_3)/DELTAx_2+k*(2*pi*t*r_34)*(T_4T_3)/DELTAx_2+2*2*pi*t*r_3*DELTAx_2*(h*(T_infinity-T_3)+epsilon*sigma*(T_surr^4(T_3+273)^4))=0 "node 3" k*(2*pi*t*r_34)*(T_3-T_4)/DELTAx_2+k*(2*pi*t*r_45)*(T_5T_4)/DELTAx_2+2*2*pi*t*r_4*DELTAx_2*(h*(T_infinity-T_4)+epsilon*sigma*(T_surr^4(T_4+273)^4))=0 "node 4" k*(2*pi*t*r_45)*(T_4-T_5)/DELTAx_2+k*(2*pi*t*r_56)*(T_6T_5)/DELTAx_2+2*2*pi*t*r_5*DELTAx_2*(h*(T_infinity-T_5)+epsilon*sigma*(T_surr^4(T_5+273)^4))=0 "node 5" 5-33 Chapter 5 Numerical Methods in Heat Conduction k*(2*pi*t*r_56)*(T_5T_6)/DELTAx_2+2*(2*pi*t*(r_56+r_6)/2*(DELTAx_2/2)+2*pi*t*r_6)*(h*(T_infinityT_6)+epsilon*sigma*(T_surr^4-(T_6+273)^4))=0 "node 6" T_tip=T_6 "(c)" Q_dot=Q_dot_1+Q_dot_2+Q_dot_3+Q_dot_4+Q_dot_5+Q_dot_6 "where" Q_dot_1=h*2*2*pi*t*(r_1+r_12)/2*DELTAx_2/2*(T_1T_infinity)+epsilon*sigma*2*2*pi*t*(r_1+r_12)/2*DELTAx_2/2*((T_1+273)^4-T_surr^4) Q_dot_2=h*2*2*pi*t*r_2*DELTAx_2*(T_2T_infinity)+epsilon*sigma*2*2*pi*t*r_2*DELTAx_2*((T_2+273)^4-T_surr^4) Q_dot_3=h*2*2*pi*t*r_3*DELTAx_2*(T_3T_infinity)+epsilon*sigma*2*2*pi*t*r_3*DELTAx_2*((T_3+273)^4-T_surr^4) Q_dot_4=h*2*2*pi*t*r_4*DELTAx_2*(T_4T_infinity)+epsilon*sigma*2*2*pi*t*r_4*DELTAx_2*((T_4+273)^4-T_surr^4) Q_dot_5=h*2*2*pi*t*r_5*DELTAx_2*(T_5T_infinity)+epsilon*sigma*2*2*pi*t*r_5*DELTAx_2*((T_5+273)^4-T_surr^4) Q_dot_6=h*2*(2*pi*t*(r_56+r_6)/2*(DELTAx_2/2)+2*pi*t*r_6)*(T_6T_infinity)+epsilon*sigma*2*(2*pi*t*(r_56+r_6)/2*(DELTAx_2/2)+2*pi*t*r_6)*((T_6+273)^4T_surr^4) Tsteam [C] 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 Ttip [C] 84.42 89.57 94.69 99.78 104.8 109.9 114.9 119.9 124.8 129.7 134.6 139.5 144.3 149.1 153.9 158.7 Q [W] 60.83 65.33 69.85 74.4 78.98 83.58 88.21 92.87 97.55 102.3 107 111.8 116.6 121.4 126.2 131.1 h [W/m2.C] 15 20 25 30 35 40 45 50 55 60 Ttip [C] 126.5 117.6 109.9 103.1 97.17 91.89 87.17 82.95 79.14 75.69 Q [W] 68.18 76.42 83.58 89.85 95.38 100.3 104.7 108.6 112.1 115.3 5-34 Chapter 5 Numerical Methods in Heat Conduction 5-35 Chapter 5 Numerical Methods in Heat Conduction 5-40 Using an equation solver or an iteration method, the solutions of the following systems of algebraic equations are determined to be as follows: (a) 3x1 2 x1 x2 x2 3x 3 x3 x3 0 3 2 (b) 2 4 x1 2 x2 0.5 x3 3 x1 2 11.964 3 x1 2 x2 x2 x3 x3 x1 x2 Solution: x1=2, x2=3, x3=1 "ANALYSIS" "(a)" 3*x_1a-x_2a+3*x_3a=0 -x_1a+2*x_2a+x_3a=3 2*x_1a-x_2a-x_3a=2 "(b)" 4*x_1b-2*x_2b^2+0.5*x_3b=-2 x_1b^3-x_2b+-x_3b=11.964 x_1b+x_2b+x_3b=3 Solution: x1=2.532, x2=2.364, x3=-1.896 5-41 Using an equation solver or an iteration method, the solutions of the following systems of algebraic equations are determined to be as follows: 3x1 2 x2 x3 3x 3 x4 x4 x4 2 6 6 3 (b) (a) 2 x1 2 3x1 x2 2 x1 2 x3 2 x3 4 x3 8 6.293 12 x1 2 x2 x2 3x 2 3x2 4 x2 x3 4 x4 2 x1 Solution: x1=13, x2=-9, x3=13, x4= -2 "ANALYSIS" "(a)" 3*x_1a+2*x_2a-x_3a+x_4a=6 x_1a+2*x_2a-x_4a=-3 -2*x_1a+x_2a+3*x_3a+x_4a=2 3*x_2a+x_3a-4*x_4a=-6 "(b)" 3*x_1b+x_2b^2+2*x_3b=8 -x_1b^2+3*x_2b+2*x_3b=-6.293 2*x_1b-x_2b^4+4*x_3b=-12 Solution: x1=2.825, x2=1.791, x3=-1.841 5-36 Chapter 5 Numerical Methods in Heat Conduction 5-42 Using an equation solver or an iteration method, the solutions of the following systems of algebraic equations are determined to be as follows: (a) 4 x1 x2 x1 2x2 2 x3 x3 2x2 x4 4x4 5x 4 5 2 6 1 (b) 2 x1 2 x1 4 x2 2 x3 x4 2 x4 5x3 8 x4 1 3 10 15 x1 3x 2 4 x 3 3x 4 2 4 x2 2 x3 4 x1 x2 2 3x1 x3 Solution: x1=-0.744, x2=-8, x3=-7.54, x4= 4.05 Solution: x4=2.14 x1=0.263, x2=-1.15, x3=1.70, "ANALYSIS" "(a)" 4*x_1a-x_2a+2*x_3a+x_4a=-6 x_1a+3*x_2a-x_3a+4*x_4a=-1 -x_1a+2*x_2a+5*x_4a=5 2*x_2a-4*x_3a-3*x_4a=2 "(b)" 2*x_1b+x_2b^4-2*x_3b+x_4b=1 x_1b^2+4*x_2b+2*x_3b^2-2*x_4b=-3 -x_1b+x_2b^4+5*x_3b=10 3*x_1b-x_3b^2+8*x_4b=15 5-37
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ASU - AET - AET432
Chapter 5 Numerical Methods in Heat ConductionTwo-Dimensional Steady Heat Conduction5-43C For a medium in which the finite difference formulation of a general interior node is given in its g node l 2 simplest form as Tleft Ttop Tright Tbottom 4Tnode 0:
ASU - AET - AET432
Chapter 5 Numerical Methods in Heat ConductionTransient Heat Conduction5-63C The formulation of a transient heat conduction problem differs from that of a steady heat conduction problem in that the transient problem involves an additional term that repr
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Chapter 5 Numerical Methods in Heat Conduction 5-84 A uranium plate initially at a uniform temperature is subjected to insulation on one side and convection on the other. The transient finite difference formulation of this problem is to be obtained, and t
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Chapter 5 Numerical Methods in Heat ConductionSpecial Topic: Controlling the Numerical Error5-96C The results obtained using a numerical method differ from the exact results obtained analytically because the results obtained by a numerical method are ap
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Chapter 6 Fundamentals of ConvectionChapter 6 FUNDAMENTALS OF CONVECTIONPhysical Mechanisms of Forced Convection 6-1C In forced convection, the fluid is forced to flow over a surface or in a tube by external means such as a pump or a fan. In natural con
ASU - AET - AET432
Chapter 6 Fundamentals of Convection 6-39 The oil in a journal bearing is considered. The velocity and temperature distributions, the maximum temperature, the rate of heat transfer, and the mechanical power wasted in oil are to be determined. Assumptions
ASU - AET - AET432
Chapter 7 External Forced ConvectionChapter 7 EXTERNAL FORCED CONVECTIONDrag Force and Heat Transfer in External Flow 7-1C The velocity of the fluid relative to the immersed solid body sufficiently far away from a body is called the free-stream velocity
ASU - AET - AET432
Chapter 7 External Forced ConvectionFlow Across Cylinders And Spheres 7-35C For the laminar flow, the heat transfer coefficient will be the highest at the stagnation point which corresponds to 0 . In turbulent flow, on the other hand, it will be highest
ASU - AET - AET432
Chapter 7 External Forced Convection 7-52 A steam pipe is exposed to a light winds in the atmosphere. The amount of heat loss from the steam during a certain period and the money the facility will save a year as a result of insulating the steam pipe are t
ASU - AET - AET432
Chapter 7 External Forced Convection Special Topic: Thermal Insulation 7-73C Thermal insulation is a material that is used primarily to provide resistance to heat flow. It differs from other kinds of insulators in that the purpose of an electrical insulat
ASU - AET - AET432
Chapter 7 External Forced Convection 7-99 Wind is blowing over the roof of a house. The rate of heat transfer through the roof and the cost of this heat loss for 14-h period are to be determined. Assumptions 1 Steady operating conditions exist. 2 The crit
ASU - AET - AET432
Chapter 8 Internal Forced ConvectionChapter 8 INTERNAL FORCED CONVECTIONGeneral Flow Analysis 8-1C Liquids are usually transported in circular pipes because pipes with a circular cross-section can withstand large pressure differences between the inside
ASU - AET - AET432
Chapter 8 Internal Forced Convection 8-53 Hot air enters a sheet metal duct located in a basement. The exit temperature of hot air and the rate of heat loss are to be determined. Assumptions 1 Steady flow conditions exist. 2 The inner surfaces of the duct
ASU - AET - AET432
Chapter 8 Internal Forced ConvectionReview Problems 8-61 Geothermal water is supplied to a city through stainless steel pipes at a specified rate. The electric power consumption and its daily cost are to be determined, and it is to be assessed if the fri
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Chapter 9 Natural ConvectionChapter 9 NATURAL CONVECTIONPhysical Mechanisms of Natural Convection 9-1C Natural convection is the mode of heat transfer that occurs between a solid and a fluid which moves under the influence of natural means. Natural conv
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Chapter 9 Natural Convection 9-32 A fluid flows through a pipe in calm ambient air. The pipe is heated electrically. The thickness of the insulation needed to reduce the losses by 85% and the money saved during 10-h are to be determined. Assumptions 1 Ste
ASU - AET - AET432
Chapter 9 Natural ConvectionCombined Natural and Forced Convection 9-72C In combined natural and forced convection, the natural convection is negligible when Gr / Re2 01 . Otherwise it is not. . 9-73C In assisting or transverse flows, natural convection
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Chapter 9 Natural ConvectionReview Problems 9-94E A small cylindrical resistor mounted on the lower part of a vertical circuit board. The approximate surface temperature of the resistor is to be determined. Assumptions 1 Steady operating conditions exist
ASU - AET - AET432
Chapter 9 Natural Convection 9-103E The components of an electronic device located in a horizontal duct of rectangular cross section is cooled by forced air. The heat transfer from the outer surfaces of the duct by natural convection and the average tempe
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Chapter 10 Boiling and CondensationChapter 10 BOILING AND CONDENSATIONBoiling Heat Transfer10-1C Boiling is the liquid-to-vapor phase change process that occurs at a solid-liquid interface when the surface is heated above the saturation temperature of
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Chapter 10 Boiling and Condensation 10-21 Water is boiled at 1 atm pressure and thus at a saturation (or boiling) temperature of Tsat = 100 C by a horizontal nickel plated copper heating element. The maximum (critical) heat flux and the temperature jump o
ASU - AET - AET432
Chapter 10 Boiling and CondensationCondensation Heat Transfer10-34C Condensation is a vapor-to-liquid phase change process. It occurs when the temperature of a vapor is reduced below its saturation temperature Tsat. This is usually done by bringing the
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Chapter 10 Boiling and Condensation Review Problems 10-72 Steam at a saturation temperature of Tsat = 40 C condenses on the outside of a thin horizontal tube. Heat is transferred to the cooling water that enters the tube at 25 C and exits at 35 C. The rat
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Chapter 11 Fundamentals of Thermal RadiationChapter 11 FUNDAMENTALS OF THERMAL RADIATIONElectromagnetic and Thermal Radiation11-1C Electromagnetic waves are caused by accelerated charges or changing electric currents giving rise to electric and magneti
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Chapter 11 Fundamentals of Thermal RadiationAtmospheric and Solar Radiation11-50C The solar constant represents the rate at which solar energy is incident on a surface normal to sun's rays at the outer edge of the atmosphere when the earth is at its mea
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Corporate Entrepreneurship & InnovationMichael H. Morris Donald F. Kuratko Jeffrey G. CovinCopyright (c) 2007 by Donald F. Kuratko All rights reserved."Wealth in the new regime flows directly from innovation, not optimization; that is, wealth is not ga
U. Houston - ENTR - 3312
Chapter 2The Unique Nature of Corporate EntrepreneurshipCopyright (c) 2007 by Donald F. Kuratko All rights reserved.Dispelling the Myths: "Entrepreneurs are born, not made" "Entrepreneurs must be inventors" "There is a standard profile or prototypeE
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Chapter 3 Levels of Entrepreneurship in Organizations: Entrepreneurial I ntensityCopyright (c) 2007 by Donald F. Kuratko All rights reserved.Exploring the Dimensions of EntrepreneurshipThree dimensions characterize an entrepreneurial organizationE I
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Chapter 4The Forms of Corporate EntrepreneurshipCopyright (c) 2007 by Donald F. Kuratko All rights reserved.EIntroductionEntrepreneurship manifests in companies in two ways: Corporate Venturing addition of newbusinesses to the corporation Strategic
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Chapter 5Entrepreneurship in Other Contexts: Non-Profit and Government OrganizationsCopyright (c) 2007 by Donald F. Kuratko All rights reserved.E Applying Entrepreneurial Concepts to theNon-Profit and Public SectorsThe basic process steps and concept
U. Houston - ENTR - 3312
"To be able to innovate, the enterprise needs to put- every three years or so - every single product, process, technology, market, distributive channel, and internal staff activity on trial for life."~Peter F. DruckerCopyright (c) 2007 by Donald F. Kura
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Chapter 7 H uman R esour ces and the Entr epr eneur ial Or ganization: T he Or ganizational Per spectiveCopyright (c) 2007 by Donald F. Kuratko All rights reserved.EUnderstanding the HRM FunctionH uman r esour ce management is a set of task s associat
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Chapter 8Corporate Strategy and EntrepreneurshipCopyright (c) 2007 by Donald F. Kuratko All rights reserved.EThe Changing LandscapeThe contemporary business environment can be characterized in terms of increasing risk, decreased ability to forecast,
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Chapter 9Structuring the Company for EntrepreneurshipCopyright (c) 2007 by Donald F. Kuratko All rights reserved.EIntroduction Structure refers to the formal pattern of how peopleand jobs are grouped and how the activities of different people or fun
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Chapter 10Developing an Entrepreneurial CultureCopyright (c) 2007 by Donald F. Kuratko All rights reserved.EIntroductionA simple way to think aboutculture is that it captures the personality of the company and what it stands for. Entrepreneurship is
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"The greatest difficulty in the world is not for people to accept new ideas, but to make them forget about old ideas."~John Maynard Keynes, EconomistCopyright (c) 2007 by Donald F. Kuratko All rights reserved.Section III Achieving and Sustaining Entrep
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Chapter 12L eading the Entr epr eneur ial Or ganizationCopyright (c) 2007 by Donald F. Kuratko All rights reserved.EIntroductionEntr epr eneur ial initiatives ar e dr ivenby individuals but the pr actice of cor por ate entr epr eneur ship is the is
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Chapter 13Assessing Entrepreneurial PerformanceCopyright (c) 2007 by Donald F. Kuratko All rights reserved.EIntroductionI n today's increasinglyentrepreneurial corporate environment, managers must assess and track entrepreneurial activity and outcom
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Chapter 14Control and Entrepreneurial ActivityCopyright (c) 2007 by Donald F. Kuratko All rights reserved.EIntroductionControl sounds like an oppressive word. It evokes images of restraint, dominance, regulation, rigidity, and conformity. Yet organiz
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Chapter 15Sustaining Entrepreneurial Performance in the 21st Century OrganizationCopyright (c) 2007 by Donald F. Kuratko All rights reserved.EIntroductionThe true value of entrepreneurship as amanagerial concept lies in the extent to which it helps
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ENTR 3112 Fall 09 Class Schedule Session/Date 8/25 8/27 Topic Introduction Introduction; The Changing Nature of the Strategic Challenge Confronting Organizations; The Nature of Entrepreneurship; The Entrepreneurial Process The Organizational Life Cycle; W
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Porter's Five ForcesBarriers to EntrySupplier PowerRivalry Among CompetitorsBuyer PowerThreat of substitutesPorter, Michael E., Competitive Strategy: Techniques for Analyzing Industries and Competitors Porter's Five ForcesSupplier PowerSupplier c
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ch11aMultiple Choice Identify the choice that best completes the statement or answers the question. _ 1. The price of an antique is expected to rise by 9% during the next year. The interest rate is 11%. You are thinking of buying an antique and selling i
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ch12Multiple Choice OMIT highlighted questions Identify the choice that best completes the statement or answers the question. _ 1. Billy has a von Neumann-Morgenstern utility function U(c) . If Billy is not injured this season, he will receive an income
UIllinois - ECON - 302
ch14Multiple Choice Identify the choice that best completes the statement or answers the question. _ 1. Sir Plus has a demand function for mead that is given by the equation D(p) = 100 p. If the price of mead is $85, how much is Sir Plus's net consumer's
UIllinois - ECON - 302
ch15Multiple Choice Identify the choice that best completes the statement or answers the question. _ 1. Suppose every Buick owner's demand for gasoline is 20 5p for p less than or equal to 4 and 0 for p > 4. Every Dodge owner's demand is 15 3p for p less
UIllinois - ECON - 302
ch16Multiple Choice Identify the choice that best completes the statement or answers the question. _ 1. The inverse demand function for grapefruit is defined by the equation p = 282 9q, where q is the number of units sold. The inverse supply function is
UIllinois - ECON - 302
ch18Multiple Choice Identify the choice that best completes the statement or answers the question. _ 1. A firm has the production function f(x, y) = x1.40y1.90. This firm has a. decreasing returns to scale and diminishing marginal product for factor x. b
UIllinois - ECON - 302
chs 22-26Multiple Choice Identify the choice that best completes the statement or answers the question. _ 1. Suppose that Dent Carr's long-run total cost of repairing s cars per week is c(s) = 2s2 + 50. If the price he receives for repairing a car is $8,
UIllinois - ECON - 302
Cobb-Douglas Production Function Production function of the form q = AK L , where q is the rate of output, K is the quantity of capital, and L is the quantity of labor, and where A, , and are constants. As in consumer theory, the optimum choice of K and L
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Duopoly & Games 1. T F In Cournot equilibrium each firm chooses the quantity that maximizes its own profits assuming that the firm's rival will continue to sell at the same price as before. 2. T F In Bertrand competition between two firms, each firm belie