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Evaporadores Multiples
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Evaporadores Multiples
Descripción: Calculo evaporadores...
Author:
Rolando Martìnez Aguilar
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◦
◦
Q = w = w ∗ Cp ∗ (T ) T ) t1 = 100
◦
t2 = 200
◦
tm = tm ◦
tm t1 + t2 100 + 200 = = 150 F 2 2 ◦
Q = 75, 000 ∗ 0.63 ∗ (200 − 100) = 4, 725, 000Btu/h
Q = λ ∗ w λ
◦
w =
2
∗
Q 4, 725, 000 lb = = 4, 997.3559 λ 945.5 h
hio = 1500Btu/h ∗ f t2 ∗
◦
DI ∗ C B as = 144 ∗ P T
P T
as =
17.25 ∗ (15/16 − 3/4) ∗ 7 = 1.667x10 144 ∗ 15/16
1
−
Gs =
Gs =
75, 000 1.667x10
1
−
ft
w as
= 4.472x105
Gs
lb ft ∗ h
µ Res =
De ∗ Gs µ
◦
F
De =
De =
4 ∗ Arealibre 4 ∗ 1/2P T x0.86P T − 1/2πdo2 /4 = Primetrohumedo 1/2π ∗ do
(4 ∗ 1/2 ∗ (15/16)/12) ∗ (0.86 ∗ (15/16)/12) − (1/2 ∗ π ∗ ((3/4)/12)2 /4 = 4.44X 10 1/2 ∗ π ∗ (3/4)/12
2
−
ft
µ tm
µ = 5.3Cp = 12.83lb/ft ∗ h Res
4.44x10 2 ∗ 447200 = 1547.6 12.83 L 1.3333 = = 30.02 De 4.44x10 2 −
Res =
−
K = 0.153
1/3
∗
jH =
k
0.14
−
hD Cp µ µ K
µw
0.14
−
φ =
µ µw
ho K = jH φs De
1/3
Cp µ ∗
k
2
ho = 6.4 φs
0.153 4.44x10
1/3
2
−
(0.63)(12.83) 0.153
φs
µw
tw = t c + T c
= 82.7524
hio (T c − tc ) hio + ho
Btu/h ∗ f t2 ∗
tc ◦
BT U h ∗ f t2 ∗ F
)(
◦
BT U h ∗ ft ∗ F
tw = 150 + tw 2µw = 2(0.19cp)(2.42) = 0.9196
1500 (250 − 150) = 244.7716 F 1500 + 82.7524 µw ◦
µw
φs 0.14
0.14
−
φs =
µ µw
=
12.83
= 1.4463
0.9196
φ ho =
ho Btu φs = (1.4463)(82.7524) = 119.6848 φs h ∗ f t2 ∗
◦
F U c
hio ∗ ho hio + ho 1500 ∗ 119.6848 BT U U c = = 110.8408 1500 + 119.6848 h ∗ f t2 U c =
∗ F
U d U d =
Q At
t t = F T xMLDT
MLDT =
(T 1 − t2 ) − (T 2 − t1 ) (250 − 200) − (250 − 100) = = 91.0239 (T 1 − t2 ) (250 − 200) ln ln (T 2 − t1 ) (250 − 100)
F T
R =
T 1 − T 2 250 − 250 = =0 t2 − t1 200 − 100
F T
S =
t2 − t1 200 − 100 = = 0.6667 T 1 − t1 250 − 100 t
Btu/h
U d =
Q 4725000 Btu = = 73.79 At (703.5392)(91.0239) h ∗ ft2 ∗ Rd
Rd =
110.8408 − 73.79 = 4.53x10 110.8408 ∗ 73.79
f t2 ∗ F BT U
3h∗
−
◦
F
at in2
at
at =
No.detubos ∗ Areadeflujo/tubo 244 ∗ 0.268 = = 0.2084f t2 144 ∗ No.dePasos 144 ∗ 2
Gt =
4, 997.3559 w lb = = 26, 263.4093 2 at 0.2048 ft ∗ h
T a = 250F lb ft ∗ h
µvap
µvap = 0.0130cp
lb 2.42 lb ft h = 0.0130cp = 0.03146 1cp ft h ∗
∗
Ret =
1f t DI = 0.0584in = 0.0487f t 12in lb (0.0487f t) ∗ 26, 263.4093
Ret =
0.03146
lb ft ∗ h
f t2 ∗ h
DI ∗ Gt µ
= 47722.9749 A = a L ∗ N t
a =
N t A =
f t2 0.1963 lin (16 0 f t) (224) = 703.5392ft2 ft
υ = 20
f t2 lb
1/2 = 0.00080 62.5 Ret f = 0.00018f t2 s =
t =
1 2
∗
f ∗ G2t ∗ L ∗ n 5.2x1010 ∗ Ds ∗ φt
1 ∆P t = 2
∗
0.00018 ∗ 308602 ∗ 16 ∗ 2 lb = 1.3486 5.2x1010 ∗ 0.0487 ∗ ∗0.00080 in2
De =
De =
4(readeflujo) (P rimetrohmedofriccional)
4(1/2 ∗ P T (0.86P T − (1/2 ∗ π ∗ do2 )/4)) 1/2 ∗ π ∗ do + 1/2 ∗ π ∗ di
P T
4(1/2 ∗ (
De =
15/16 15/16 − (1/2 ∗ π ∗ (3/4)2 )/4)) )(0.86 ∗ 12 12 = 44.5525f t 3/4 17(1/4) 1/2 ∗ π ∗ + 1/2 ∗ π 12 12 2 /in2 .
P s =
P s =
f ∗ Gs 2 L ∗ n 5.22x101 0(De )(s)(φs )
0.003 ∗ (447, 200)2 ∗ 16 ∗ 2 = 5.488x10 5.22x101 0(44.5525)( 1.04)(1.4463)
3
−
lb in2
◦
U 1 =
U 2 =
U 3 =
W/m2 K
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