Tabela Ihs - Solução 2

8/18/2019 Tabela Ihs - Solução 2

1/22

PLANIL

COLUNA TRECHO

PESOS

VAZÃO

DIAM

UNIT. ACUM. CALCULADO

0 21.4 1.39 Err:502

1 10.7 0.99 20.50

2 2.7 0.50 14.57

3 1 0.30 11.28

4 1 0.30 11.28

5 !"#. 0.4 0.19 8.98

$ 0.$ 0.24 10.09

7 %& 0.3 0.17 8.49

8 '# 0.3 0.17 8.49

9 1.7 0.40 5.$$

10 ()& 0.7 0.2$ 10.50

11 %# 1 0.30 11.28

12 7.8 0.84 18.88

13 4.7 0.$$ 1$.74

14 1.7 0.40 13.03

15 1.7 0.40 13.03

1$ !"#. 0.4 0.19 8.98

17 1.3 0.35 12.1918 %& 0.3 0.17 8.49

19 1 0.30 11.28

20 * 0.7 0.2$ 10.50

21 '# 0.3 0.17 8.49

22 3.4 0.5$ 15.42

23 1.7 0.40 13.03

24 1.7 0.40 13.03

25 1 0.30 11.28

2$ '# 0.3 0.17 8.4927 1 0.30 11.28


2/22

29 * 0.7 0.2$ 10.50

30 !"#. 0.4 0.19 8.98

31 1.7 0.40 13.03

1.7 0.40 13.03

32 !"#. 0.4 0.19 8.98

33 1.3 0.35 12.1934 %& 0.3 0.17 8.49

35 1 0.30 11.28

3$ * 0.7 0.2$ 10.50

37 '# 0.3 0.17 8.49

38 3.1 0.53 15.00

39 + 0.7 0.2$ 10.50

40 2.4 0.47 14.12

41 ()& 0.7 0.2$ 10.50

42 1.7 0.40 13.0343 ,'r 1 0.30 11.28

44 - 0.7 0.2$ 10.50

45 21.4 1.39 24.29

4$ 10.7 0.99 20.50

47 2.7 0.50 14.57

48 1 0.30 11.28

49 1 0.30 11.28

50 !"#. 0.4 0.19 8.98

51 0.$ 0.24 10.0952 %& 0.3 0.17 8.49

53 '# 0.3 0.17 8.49

54 1.7 0.40 13.03

55 ()& 0.7 0.2$ 10.50

5$ %# 1 0.30 11.28

57 8.2 0.8$ 19.10

58 5.1 0.$8 1$.99

59 1.7 0.40 13.03

$0 1.7 0.40 13.03$1 !"#. 0.4 0.19 8.98

$2 1.3 0.35 12.19

$3 * 0.7 0.2$ 10.50

$4 0.$ 0.24 10.09

$5 %& 0.3 0.17 8.49

$$ '# 0.3 0.17 8.49

$7 3.4 0.5$ 15.42

$8 1.7 0.40 13.03

$9 !"#. 0.4 0.19 8.9870 1.3 0.35 12.19


3/22

72 0.$ 0.24 10.09

73 %& 0.3 0.17 8.49

74 '# 0.3 0.17 8.49

75 1.7 0.40 13.03

7$ 1.7 0.40 13.03

77 !"#. 0.4 0.19 8.9878 1.3 0.35 12.19

79 '# 0.3 0.17 8.49

80 1 0.30 11.28

81 * 0.7 0.2$ 10.50

82 %& 0.3 0.17 8.49

83 3.1 0.53 15.00

84 + 0.7 0.2$ 10.50

85 2.4 0.47 14.12

8$ ()& 0.7 0.2$ 10.5087 1.7 0.40 13.03

88 ,'r 1 0.30 11.28

89 - 0.7 0.2$ 10.50


4/22

A DE CÁLCULO PARA TUBULAÇÕES

ETRO

VELOCIDADE

COMPRIMENTOS

COMERCIAL REAL E/UIVALENTE TOTAL

38.1 0.9 1.2 3$.54 37.74

31.75 0.87 1.7 0.15 1.85

254 ,, 0.99 1.4 4.8 $.2

254 ,, 0.$ 2.2 4.$ $.8

1905 ,, 1.0$ 2.73 2.9 5.$3

1905 ,, 0.$7 1.2 8.$ 9.8

1905 ,, 0.85 1 3.2 4.2

1905 ,, 0.$ 0.8 3.$ 4.4

1905 ,, 0.$ 0.82 3.2 4.02

254 ,, 0.79 5 $.4 11.4

1905 ,, 0.92 0.5 4.$ 5.1

254 ,, 0.$ 7.1 5.4 12.5

254 ,, 1.$$ 4 4.$ 8.$

254 ,, 1.31 3.4 2.4 5.8

254 ,, 0.79 2.5 4.9 7.4

1905 ,, 1.41 0.3 1.5 1.8

1905 ,, 0.$7 1.2 8.$ 9.8

1905 ,, 1.23 1 3.2 4.21905 ,, 0.$ 0.8 3.$ 4.4

1905 ,, 1.0$ 0.15 0.8 0.95

1905 ,, 0.92 0.8 3.$ 4.4

1905 ,, 0.$ 0.8 2 2.8

254 ,, 1.11 1.$ 3.1 4.7

254 ,, 0.79 0.9 0.9 1.8

1905 ,, 1.41 4.25 1.7 5.95

1905 ,, 1.0$ 2.78 2.4 5.18

1905 ,, 0.$ 3.4 $ 9.41905 ,, 1.0$ 0.5 0.8 1.3


5/22

1905 ,, 0.92 0.95 3.2 4.15

1905 ,, 0.$7 1.44 9.8 11.24

254 ,, 0.79 7.8 $.4 14.2

1905 ,, 1.41 5.12 3 8.12

1905 ,, 0.$7 1.4 9.$ 11

1905 ,, 1.23 1.05 4.$ 5.$51905 ,, 0.$ 0.8 3.$ 4.4

1905 ,, 1.0$ 0.15 0.8 0.95

1905 ,, 0.92 0.8 3.$ 4.4

1905 ,, 0.$ 0.9 3.2 4.1

1905 ,, 1.8$ 1.7 4.8 $.5

1905 ,, 0.92 0 2.4 2.4

1905 ,, 1.$5 1 2 3

1905 ,, 0.92 0.4 2.4 2.8

1905 ,, 1.41 1.95 3.2 5.151905 ,, 1.0$ 0.25 3.$ 3.85

1905 ,, 0.92 0.5 3.2 3.7

38.1 0.9 1.2 3$.54 37.74

31.75 0.87 9 2.15 11.15

254 ,, 0.99 1.42 4.8 $.22

254 ,, 0.$ 2.4 4.$ 7

1905 ,, 1.0$ 3.7 2.9 $.$

1905 ,, 0.$7 1.2 $.2 7.4

1905 ,, 0.85 0.7 2.4 3.11905 ,, 0.$ 0.8 3.$ 4.4

1905 ,, 0.$ 1.2 3.2 4.4

254 ,, 0.79 4.8 $.$ 11.4

1905 ,, 0.92 0.5 4.$ 5.1

254 ,, 0.$ 7.1 $.3 13.4

254 ,, 1.7 4 4.$ 8.$

254 ,, 1.35 3.12 2.4 5.52

254 ,, 0.79 0.33 3.1 3.43

1905 ,, 1.41 2.4 2.9 5.31905 ,, 0.$7 1.2 8.$ 9.8

1905 ,, 1.23 0.7 3.2 3.9

1905 ,, 0.92 0.8 3.$ 4.4

1905 ,, 0.85 0.4 0.8 1.2

1905 ,, 0.$ 0.8 3.$ 4.4

1905 ,, 0.$ 1.05 3.2 4.25

254 ,, 1.11 1.54 3.1 4.$4

254 ,, 0.79 7.8 $.4 14.2

1905 ,, 0.$7 1.4 9.$ 111905 ,, 1.23 0.$ 5.8 $.4


6/22

1905 ,, 0.85 0.15 0.8 0.95

1905 ,, 0.$ 0.8 3.$ 4.4

1905 ,, 0.$ 1.35 2 3.35

254 ,, 0.79 1.75 0.9 2.$5

1905 ,, 1.41 3.4 1.7 5.1

1905 ,, 0.$7 1.4 8.$ 101905 ,, 1.23 2.3 4.8 7.1

1905 ,, 0.$ 3.4 $ 9.4

1905 ,, 1.0$ 0.45 0.8 1.25

1905 ,, 0.92 0.8 3.$ 4.4

1905 ,, 0.$ 0.95 4.8 5.75

1905 ,, 1.8$ 2.2 4.8 7

1905 ,, 0.92 0 2.4 2.4

1905 ,, 1.$5 1 2 3

1905 ,, 0.92 0.4 2.4 2.81905 ,, 1.41 1.52 0.8 2.32

1905 ,, 1.0$ 0.25 2.4 2.$5

1905 ,, 0.92 2 5.$ 7.$


7/22

DE AGUA FRIA

PRESSÃO DISPONIVEL

PERDA DE CARA

UNIT. TOTAL

52.5 0.1580 5.9$43 0

29.54 0.1721 0.3184 1.7

29.22 0.3343 2.0729 0

27.14 0.1228 0.8351 0

44.31 0.5111 2.8772 1.8

29.43 0.2042 2.0009 1.2

41.43 0.328$ 1.3802 0

48.05 0.1$37 0.7205 0.8

44.05 0.1$37 0.$582 0.4

45.14 0.2129 2.4270 1.8

42.72 0.3850 1.9$34 0

43.72 0.1228 1.5351 0.1

29.22 0.9400 8.0841 0

21.13 0.5854 3.3954 0

34.74 0.2129 1.5754 1.7

34.1$ 0.9043 1.$277 0.1

20.53 0.2042 2.0009 1.2

32.53 0.$881 2.8901 037.$4 0.1$37 0.7205 0.8

29.$4 0.5111 0.4855 0

37.1$ 0.3850 1.$939 0.8

33.1$ 0.1$37 0.4585 0.4

17.74 0.4203 1.9754 0

15.7$ 0.2129 0.3832 0

33.38 0.9043 5.3803 1.8

28.00 0.5111 2.$473 0

32.00 0.1$37 1.5392 0.425.35 0.5111 0.$$44 0

6H AO

PROIMOPONTO


8/22

32.$9 0.3850 1.597$ 0.8

1$.00 0.2042 2.2949 1.2

33.7$ 0.2129 3.0231 1.8

30.74 0.9043 7.342$

18.74 0.2042 2.2459 1.2

30.74 0.$881 3.8879 034.85 0.1$37 0.7205 0.8

2$.85 0.5111 0.4855 0

34.37 0.3850 1.$939 0.8

30.37 0.1$37 0.$713 0.4

34.13 1.573$ 10.2281 1.3

23.91 0.3850 0.9239 0

28.91 1.2383 3.7149 0.5

29.19 0.3850 1.0779 0.4

25.19 0.9043 4.$5$9 023.03 0.5111 1.9$7$ 0.25

21.53 0.3850 1.4244 0.1

52.5 0.1580 5.9$43 0

29.54 0.1721 1.9193 1.7

27.$2 0.3343 2.079$ 0

25.54 0.1228 0.859$ 0

42.$8 0.5111 3.3730 1.8

27.30 0.2042 1.5109 1.2

39.30 0.328$ 1.0187 04$.29 0.1$37 0.7205 0.8

42.29 0.1$37 0.7205 0.4

43.54 0.2129 2.4270 1.8

41.11 0.3850 1.9$34 0

42.11 0.1228 1.$45$ 0.1

27.$2 0.9859 8.4784 0

19.14 0.$217 3.4318 0

15.71 0.2129 0.7302 0

32.98 0.9043 4.792$ 1.81$.18 0.2042 2.0009 1.2

28.18 0.$881 2.$837 0

33.50 0.3850 1.$939 0.8

25.50 0.328$ 0.3943 0

33.11 0.1$37 0.7205 0.8

29.11 0.1$37 0.$959 0.4

15.71 0.4203 1.9502 0

31.7$ 0.2129 3.0231 1.8

1$.73 0.2042 2.2459 1.228.73 0.$881 4.4040 0


9/22

24.33 0.328$ 0.3122 0

32.02 0.1$37 0.7205 0.8

28.02 0.1$37 0.5485 0.4

13.7$ 0.2129 0.5$42 0

31.19 0.9043 4.$117 1.8

14.58 0.2042 2.0418 1.22$.58 0.$881 4.8857 0

25.$9 0.1$37 1.5392 0.4

21.$9 0.5111 0.$388 0

29.0$ 0.3850 1.$939 0.8

29.0$ 0.1$37 0.9415 0.8

32.14 1.573$ 11.0149 1.3

21.12 0.3850 0.9239 0

2$.12 1.2383 3.7149 0.5

2$.41 0.3850 1.0779 0.422.41 0.9043 2.0979 0

22.81 0.5111 1.3543 0.25

21.31 0.3850 2.9258 0.1


10/22

PRESSÃO USANTE

PVC SOLDAVEL TI

127 ,,

4$.5357 35.9 9.424778

29.2173 $3.82 0.0039$ 9.424778 1905 ,,

27.1444 0.002 9.424778 254 ,,

2$.3093 0.0012 9.424778 31.75

41.4321 0.0012 9.424778 38.1

27.4312 10 0.0007$ 9.424778 44.45

40.0519 0.0009$ 9.424778 44.45

47.3314 5 0.000$8 9.424778 44.45

43.3937 5 0.000$8 9.424778 44.45

42.7174 0.001$ 50 44.45

40.7540 5 0.00104 9.424778

44.4542.1823 5 0.0012 9.424778 44.45

21.1332 0.0033$ 9.424778 44.45

17.7379 0.002$4 9.42477844.45

33.1$24 0.001$ 9.424778 44.4532.5347 0.001$ 9.424778 44.4518.5338 10 0.0007$ 9.424778 44.45

29.$44$ 0.0014 9.424778 44.453$.9242 5 0.000$8 9.424778 44.4529.1591 0.0012 9.424778 44.4535.4$53 5 0.00104 9.424778 44.4532.7007 5 0.000$8 9.424778 44.4515.7$24 0.00224 9.424778 44.4515.3792 0.001$ 9.424778 44.4527.9989 0.001$ 9.42477825.351$ 0.0012 9.424778

30.4597 5 0.000$8 9.42477824.$872 0.0012 9.424778

5 0 000$8 9 424778


11/22

31.089$ 5 0.00104 9.42477813.7039 10 0.0007$ 9.42477830.7393 0.001$ 9.42477823.39$7 0.001$ 9.4247781$.4934 10 0.0007$ 9.424778

2$.8514 0.0014 9.42477834.1309 5 0.000$8 9.4247782$.3$59 0.0012 9.42477832.$720 5 0.00104 9.42477829.$94$ 5 0.000$8 9.42477823.9051 0.00212 9.42477822.9812 5 0.00104 9.42477825.1903 0.00188 9.42477828.1123 5 0.00104 9.424778

20.5333 0.001$ 9.42477821.0$58 5 0.0012 9.42477820.1089 5 0.00104 9.4247784$.5357 0.0055$ 9.42477827.$1$5 0.0039$ 9.42477825.53$9 0.002 9.42477824.$772 0.0012 9.42477839.3043 0.0012 9.42477825.7934 10 0.0007$ 9.424778

38.285$ 0.0009$ 9.42477845.5$51 5 0.000$8 9.42477841.5$51 5 0.000$8 9.42477841.1099 0.001$ 9.42477839.14$5 5 0.00104 9.42477840.4$43 5 0.0012 9.42477819.1381 0.00344 9.42477815.70$3 0.00272 9.42477814.97$1 0.001$ 9.424778

28.1835 0.001$ 9.42477814.182$ 10 0.0007$ 9.42477825.4998 0.0014 9.42477831.8059 5 0.00104 9.42477825.1055 0.0009$ 9.42477832.3850 5 0.000$8 9.42477828.409$ 5 0.000$8 9.42477813.75$1 0.00224 9.42477828.7329 0.001$ 9.424778

14.4870 10 0.0007$ 9.42477824.3290 0.0014 9.424778

0 00 0 9 2 8


12/22

24.01$8 0.0009$ 9.42477831.29$3 5 0.000$8 9.42477827.4$82 5 0.000$8 9.42477813.1919 0.001$ 9.4247782$.5802 0.001$ 9.424778

12.5384 10 0.0007$ 9.42477821.$945 0.0014 9.42477824.1554 5 0.000$8 9.42477821.0557 0.0012 9.42477827.3$18 5 0.00104 9.42477828.1142 5 0.000$8 9.42477821.1232 0.00212 9.42477820.1993 5 0.00104 9.42477822.4084 0.00188 9.424778

25.3304 5 0.00104 9.42477820.3105 0.001$ 9.42477821.45$2 5 0.0012 9.42477818.3847 5 0.00104 9.424778

0 9.424778

0 9.424778

0 9.424778

0 9.424778

0 9.424778

0 9.4247780 9.424778

0 9.424778

0 9.424778

0 9.424778

0 9.424778

0 9.424778


13/22

AREA ,,

0.00012$$7$9

0.000285023

0.00050$7075

0.0011400918

0.001549

0.001549

0.001549

0.001549

0.001549

0.001549

0.001549

0.001549

0.001549

0.001549

0.001549

0.001549

0.001549

0.0015490.001549

0.001549

0.001549

0.001549


14/22


15/22


16/22

PERDA DE CAR

COTOVELO 90 /UANT. COTOVELO 45

15 1.1 0.4

20 1.2 1 0.5

25 1.5 0.7

32 2 1

40 3.2 1

50 3.4 1.3

$5 3.7 1.7

SOMATÓRIO DA PERDA DE CARGA EQUIVALENTE

DIMETRO NOMINAL,,

SOMENTE DIGITE A QUANTIDADE PARA FAZER O SOMATORIO


17/22

A EQUIVALENTE EM CONEXÕES (TUBO LIS

TIPO DE CONEÃO

/UANT. CURVA 90 /UANT. CURVA 45 /UANT.

0.4 0.2

0.5 0.3

0.$ 0.4

0.7 0.5

1.2 0.$

1.3 0.7

1.4 0.8

3. M


18/22

)

/UANT. /UANT.

0.7 2.3

0.8 2.4 1

0.9 3.1

1.5 4.$

2.2 7.3

2.3 7.$

2.4 7.8

T; DE PASSAEMDIRETA

T; DE PASSAEMLATERAL


19/22

PESOS RELATI

APARELHO


20/22

OS NOS PONTOS DE UTILIZAÇ!O

PE=A DE UTILIZA=ÃO PESO RELATIVO /UANT.

CAIA DE DESCARA 0.3 1

VALVULA DE DESCARA 32

MISTURADOR AUA >RIA 1

REISTRO DE PRESSÃO 0.1

MISTURADOR AUA >RIA 0.1

MISTURADOR AUA >RIA 0.4 1

REISTRO DE PRESSÃO 0.1

REISTRO DE PRESSÃO 1

TORNEIRA OU MISTURADOR ?UA >RIA 0.3 1

COM SI>ÃO INTERADO 2.8

SEM SI>ÃO INTERADO 0.3

CAIA DE DESCARA OU REISTRO DE PRESSÃO 0.3

TORNEIRA OU MISTURADOR ?UA >RIA 0.7 1

TORNEIRA ELETRICA 0.1

TORNEIRA 0.7

TORNEIRA 0.4


21/22

SOMATORIO DOS PESOS

SOMENTE DIGITE A QUANTIDADE PARA FAZER O SOMATORIO


22/22

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Documents

Tabela Ihs - Solução 2