Calculo Del Proyecto de Gas

8/18/2019 Calculo Del Proyecto de Gas

1/27

APTO DEL 101 AL 1401

TRAMO POTEN. CAUDAL L.REAL(kW) (m)

M - T 24 2.32 6.95

T - CH 12 1.16 3.85

T - CP 12 1.16 4.40

0 0 0.00 0.00


TRAMO POTEN. CAUDAL L.REAL

(kW) (m)

M - T 24 2.32 9.95

T - CH 12 1.16 4.30

T - CP 12 1.16 4.86

0 0 0.00 0.00

0 0 0.00 0.00


TRAMO POTEN. CAUDAL L.REAL(kW) (m)

M - R 24 2.32 2.05

R-T 24 2.32 14.85

T-CH 12 1.16 3.30

T-CP 12 1.16 6.40

0 0 0.00 0.00

(m3 /h)

(m3 /h)

(m3 /h)


2/27



(kW) (m)

M - R 24 2.32 1.45

R-T 24 2.32 14.90

T-CH 12 1.16 3.35

T-CP 12 1.16 4.40

0 0 0.00 0.00



(kW) (m)

M - T 24 2.32 4.55

T - CH 12 1.16 4.10T - CP 12 1.16 5.35

0 0 0.00 0.00

0 0 0.00 0.00



(kW) (m)

M - T 24 2.32 6.90

T - CH 12 1.16 3.35

T - CP 12 1.16 4.15

0 0 0.00 0.00

0 0 0.00 0.00

(m3 /h)

(m3 /h)

(m3 /h)


3/27

DIÁM. C45 C90 TEE A TEE A L.EQUIV.(mm) FLUO 90 (m)

13.84 0 5 0 0 2.08

13.84 0 5 0 1 2.91

13.84 0 4 1 0 1.94

0.00 0 0 0 0 0.00

DIÁM. C45 C90 TEE A TEE A L.EQUIV.

(mm) FLUO 90 (m)

13.84 0 5 0 0 2.08

13.84 0 5 0 1 2.91

13.84 0 4 1 0 1.94

0.00 0 0 0 0 0.00

0.00 0 0 0 0 0.00

DIÁM. C45 C90 TEE A TEE A L.EQUIV.(mm) FLUO 90 (m)

19.94 0 4 0 0 2.39

13.84 0 1 0 0 0.42

13.84 0 5 0 1 2.91

13.84 0 4 1 0 1.94

0.00 0 0 0 0 0.00


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(mm) FLUO 90 (m)

19.94 0 4 0 0 2.39

13.84 0 1 0 0 0.42

13.84 0 5 0 1 2.91

13.84 0 4 1 0 1.94

0.00 0 0 0 0 0.00


(mm) FLUO 90 (m)

13.84 0 4 0 0 1.66

13.84 0 5 0 1 2.9113.84 0 4 1 0 1.94

0.00 0 0 0 0 0.00

0.00 0 0 0 0 0.00


(mm) FLUO 90 (m)

13.84 0 5 0 0 2.08

13.84 0 5 0 1 2.91

13.84 0 4 1 0 1.94

0.00 0 0 0 0 0.00

0.00 0 0 0 0 0.00


5/27

L.TOTAL P!RDIDA ACUMUL. MATERIAL(m) (m"#$) (m"#$)

9.03 2.279 2.279 COBRE

6.76 0.427 2.706 COBRE %.&56.34 0.400 2.679 COBRE

0.00 #VALUE! 0.00

L.TOTAL P!RDIDA ACUMUL. MATERIAL

(m) (m"#$) (m"#$)

12.03 3.037 3.037 COBRE

7.21 0.455 3.492 COBRE %.&56.80 0.429 3.466 COBRE

0.00 #VALUE! 0.00

0.00 #VALUE! 0.00

L.TOTAL P!RDIDA ACUMUL. MATERIAL(m) (m"#$) (m"#$)

4.44 0.152 0.152 COBRE

15.27 3.855 4.007 COBRE %.&56.21 0.392 4.398 COBRE

8.34 0.526 4.533 COBRE

0.00 0.00

⅝ # ½

⅝ # ½

⅝ # ½


6/27


(m) (m"#$) (m"#$)

3.84 0.131 0.131 COBRE

15.32 3.867 3.999 COBRE %.&56.26 0.395 4.394 COBRE

6.34 0.400 4.399 COBRE

0.00 0.00


(m) (m"#$) (m"#$)

6.21 1.568 1.568 COBRE

7.01 0.442 2.011 COBRE %.&57.29 0.460 2.028 COBRE

0.00 #VALUE! 0.00

0.00 #VALUE! 0.00


(m) (m"#$) (m"#$)

8.98 2.267 2.267 COBRE

6.26 0.395 2.662 COBRE %.&56.09 0.384 2.651 COBRE

0.00 #VALUE! 0.00

0.00 #VALUE! 0.00

⅝ # ½

⅝ # ½

⅝ # ½


7/27

' 3 4%.0 %.9 '.%& '.34 '.4'

' 3 4%.0 %.9 '.%& '.34 '.4'

' 3 4%.0 %.9 '.%& '.34 '.4'

¾ # % %¼ # % ½

¾ # % %¼ # % ½

¾ # % %¼ # % ½


8/27

' 3 4%.0 %.9 '.%& '.34 '.4'

' 3 4

%.0 %.9 '.%& '.34 '.4'

' 3 4%.0 %.9 '.%& '.34 '.4'

¾ # % %¼ # % ½

¾ # % %¼ # % ½

¾ # % %¼ # % ½


9/27

CALCULO AC

TRAMO DIÁM. L.REAL C45 C90

(mm) (m)

EPM-R 35.05 8.65 0 0

CALCULO MONTANTE

TRAMO DIÁM. L.REAL C45 C90

(mm) (m)

R-T 26.64 19.10 0 5

T-P1 26.64 1.40 0 0

T-P2 26.64 1.00 0 0

P2-P3 26.64 2.70 0 0

P3-P4 26.64 2.70 0 0

P4-P5 26.64 2.70 0 0

P5-P6 26.64 2.70 0 0P6-P7 26.64 2.70 0 0

P7-P8 26.64 2.70 0 0

P8-P9 26.64 2.70 0 0

P9-P10 26.64 2.70 0 0

P10-P11 26.64 2.70 0 0

P11-P12 26.64 2.70 0 0

P12-P13 26.64 2.70 0 0

P13-P14 26.64 2.70 0 1


10/27

OMETIDA

TEE A TEE A L.EQUIV. L.TOTAL Q P%

FLUO 90 (m) (m) (m3/h) ("#$)

0 0 0.00 8.65 91.84 2.23

TEE A TEE A L.EQUIV. L.TOTAL Q P%

FLUO 90 (m) (m) (m3/h) ("#$)

0 0 4.00 23.10 91.84 2.23

0 1 1.60 3.00 11.52 1.00

0 2 3.20 4.20 87.36 2.00

1 0 0.53 3.23 80.64 3.00

1 0 0.53 3.23 75.68 4.00

1 0 0.53 3.23 72.00 5.00

1 0 0.53 3.23 64.80 6.001 0 0.53 3.23 58.88 7.00

1 0 0.53 3.23 52.64 8.00

1 0 0.53 3.23 47.04 9.00

1 0 0.53 3.23 40.80 10.00

1 0 0.53 3.23 33.92 11.00

1 0 0.53 3.23 27.36 12.00

1 0 0.53 3.23 20.16 13.00

1 0 1.33 4.03 11.52 14.00


11/27

P' VELOCIDAD MATERIAL

("#$) (m/)

2.224 26.441 POLIETILENO

%.&5 %.0

P' VELOCIDAD MATERIAL

("#$) (m/)

1.000 ACH40

2.000 2.000 ACH40

3.000 3.000 ACH40

4.000 7.000 ACH40

5.000 8.000 ACH40

6.000 6.000 ACH40

7.000 13.000 ACH408.000 14.000 ACH40

9.000 23.000 ACH40

10.000 24.000 ACH40

11.000 34.000 ACH40

12.000 46.000 ACH40

13.000 47.000 ACH40

14.000 61.000 ACH40

15.000 62.000 ACH40

⅝ # ½ ¾ # %


12/27

' 3 4%.9 '.%& '.34 '.4'

%¼ # % ½


13/27

ACCE*ORIO

Codo a 45° 14

Codo a 90° 30

60

Tee a !"#o 20

C+#,$- 3.% F#-$ ,1 D1m#2,#

N FD N FD N

% %.00 %& 0.59 3%

' 0.0 % 0.5 3'

3 0. % 0.5 33

4 0.& %9 0.5& 34

5 0.4 '0 0.55 35

& 0.' '% 0.55 3&

0.0 '' 0.54 3

0.& '3 0.54 3

9 0.&& '4 0.53 39

%0 0.&5 '5 0.53 40

%% 0.&4 '& 0.53 4%

%' 0.&3 ' 0.5' 4'

%3 0.&' ' 0.5' 43

%4 0.&% '9 0.5' 44

%5 0.&0 30 0.5% 45

RELACINLONITUD/DIÁMETRO

Tee $%o& !"#o a90°'


14/27

1.0 1.6 2.1

1.6 2.5 3.2

2.5 4.0 5.2

4.0 6.0 7.7

6.0 10.0 12.9

10.0 16.0 20.7

16.0 25.0 32.3

QMA6

(#7$1) QMA6

.N

E%"a%(o& de Po!e $)a#a *+e,(o&'

∗=, 〗

^(−) ∗∗ ((∗(∗))^((,) )

=(/( ∗

,∗〗

^(−) ))^ ∗ (∗)/^

E%"a%(o& de M"e!!

=( 〖 ,∗ 〖 ^(∗(/)^(,)∗〖∗∗∗∗∗∗∗∗∗∗∗

=( 〖 ∗〖 ^(,^


15/27

, −

(,)) )∗

C#$#1$77# ,1 8#

, ,7#m1$- 721$7-$ D ,7#m1$- 1:1$7-$ 1 1;1-$

=(−)/

)( =

( ∗ 〗 ^/

=(

!("#∗)/&^ )=


16/27

FACTOR C

38 - 12 1.65

34 - 1 1.80

1 / -1 1.98

2 2.16

3 2.34 ACTO! DE "E#4 2.42 1.15

FD N FD

0.5% 4& 0.4

0.5% 4 0.4&

0.50 4 0.4&

0.50 49 0.4&

0.50 50 0.4&

0.49 &0 0.45

0.49 0 0.43

0.49 0 0.4'

0.4 90 0.4%

0.4 %00 0.40

0.4 '00 0.3

0.4 300 0.3&

0.4 400 0.33

0.4 500 0.30

0.4 %000 0.'&

DIÁMETRO NOMINAL< ;+8=>


17/27

)/o&de Ca"da! de a, 3C a%:o+ e& "&%(;& de! d(+d(da de *+e,(;& )a+ (+d(da de *+e (


18/27

,

+"1$7# (F-$m# 7872,$7#)

' )=( ∗ 〗 ^/

∗ 〗

^

/ = /

)= / ∗ 〗 ^

)"#

)/( % (&^/)


19/27

!IDAD


20/27

3(;& )a+

:")e+?a (&:e+&a !e&:e


21/27

=


22/27

CAUDAL E"TANDA!IN"TTALA

POTENCIA $ %APTO D "

24 2.31884058 84

0.41 1.15

0 0 0

R-T 24 2.31884058 84 0.41 1.15

T-P1 24 2.31884058 6 0.72 1.15

T-P2 24 2.31884058 78 0.42 1.15

P2-P3 24 2.31884058 72 0.42 1.15

P3-P4 24 2.31884058 66 0.43 1.15

P4-P5 24 2.31884058 60 0.45 1.15

P5-P6 24 2.31884058 54 0.45 1.15

P6-P7 24 2.31884058 48 0.46 1.15P7-P8 24 2.31884058 42 0.47 1.15

P8-P9 24 2.31884058 36 0.49 1.15

P9-P10 24 2.31884058 30 0.51 1.15

P10-P11 24 2.31884058 24 0.53 1.15

P11-P12 24 2.31884058 18 0.57 1.15

P12-P13 24 2.31884058 12 0.63 1.15

P13-P14 24 2.31884058 6 0.72 1.15

0 0 0 0 1.15

0 0 0 0 1.15

0 0 0 0 1.15

0 0 0 0 1.15

&ENTILACION APTO"

APTO 101 '1401

PUNTO ANCHO ALTO LARGO V X PUNTO

COCINA 2.00 1.20 7.00 16.80

SALA 3.45 1.20 7.00 28.98

COMEOR 1.25 1.30 7.00 11.375

CORREOR 2.00 1.00 7.00 14.00

ALCOA 2.00 1.20 7.00 16.80


23/27

TOTAL VOLUMEN RECINT 87.955

APTO 104 '1404


COCINA 2.00 1.20 7.00 16.80

SALA 3.45 1.20 7.00 28.98

COMEOR 1.25 1.30 7.00 11.375

CORREOR 2.00 1.00 7.00 14.00

ALCOA 2.00 1.20 7.00 16.80



24/27

O

$ INAL !E"ULTADO P!E"ION91.840000

1*4P ATM P MANOM

0.000000 0.85 1.38

CAUAL S"

91.84 91.84

11.52 11.52

87.36 87.36

80.64 80.64

75.68 75.68

72 72

64.8 64.8

58.88 58.8852.64 52.64

47.04 47.04

40.8 40.8

33.92 33.92

27.36 27.36

20.16 20.16

11.52 11.52

0 0

0 0

0 0

0 0

APTO 102 '1402


COCINA 2.00 1.20 7.00 16.80

SALA 3.45 1.20 7.00 28.98

COMEOR 1.25 1.30 7.00 11.375

CORREOR 2.00 1.00 7.00 14.00

ALCOA 2.00 1.20 7.00 16.80


25/27


APTO 105 '1405


COCINA 2.00 1.20 7.00 16.80

SALA 3.45 1.20 7.00 28.98

COMEOR 1.25 1.30 7.00 11.375

CORREOR 2.00 1.00 7.00 14.00

ALCOA 2.00 1.20 7.00 16.80



26/27

1P1

223

APTO 103 '1403


COCINA 2.00 1.20 7.00 16.80

SALA 3.45 1.20 7.00 28.98

COMEOR 1.25 1.30 7.00 11.375

CORREOR 2.00 1.00 7.00 14.00

ALCOA 2.00 1.20 7.00 16.80


27/27


APTO 106 '1406


COCINA 2.00 1.20 7.00 16.80

SALA 3.45 1.20 7.00 28.98

COMEOR 1.25 1.30 7.00 11.375

CORREOR 2.00 1.00 7.00 14.00

ALCOA 2.00 1.20 7.00 16.80


Documents

Calculo Del Proyecto de Gas