Post on 06-Jul-2018
8/18/2019 Tabela Ihs - Solução 2
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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
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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
$$ '# 0.3 0.17 8.49
$7 3.4 0.5$ 15.42
$8 1.7 0.40 13.03
$9 !"#. 0.4 0.19 8.9870 1.3 0.35 12.19
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72 0.$ 0.24 10.09
73 %& 0.3 0.17 8.49
74 '# 0.3 0.17 8.49
75 1.7 0.40 13.03
7$ 1.7 0.40 13.03
77 !"#. 0.4 0.19 8.9878 1.3 0.35 12.19
79 '# 0.3 0.17 8.49
80 1 0.30 11.28
81 * 0.7 0.2$ 10.50
82 %& 0.3 0.17 8.49
83 3.1 0.53 15.00
84 + 0.7 0.2$ 10.50
85 2.4 0.47 14.12
8$ ()& 0.7 0.2$ 10.5087 1.7 0.40 13.03
88 ,'r 1 0.30 11.28
89 - 0.7 0.2$ 10.50
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A DE CÁLCULO PARA TUBULAÇÕES
ETRO
VELOCIDADE
COMPRIMENTOS
COMERCIAL REAL E/UIVALENTE TOTAL
38.1 0.9 1.2 3$.54 37.74
31.75 0.87 1.7 0.15 1.85
254 ,, 0.99 1.4 4.8 $.2
254 ,, 0.$ 2.2 4.$ $.8
1905 ,, 1.0$ 2.73 2.9 5.$3
1905 ,, 0.$7 1.2 8.$ 9.8
1905 ,, 0.85 1 3.2 4.2
1905 ,, 0.$ 0.8 3.$ 4.4
1905 ,, 0.$ 0.82 3.2 4.02
254 ,, 0.79 5 $.4 11.4
1905 ,, 0.92 0.5 4.$ 5.1
254 ,, 0.$ 7.1 5.4 12.5
254 ,, 1.$$ 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
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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 $.4
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1905 ,, 0.85 0.15 0.8 0.95
1905 ,, 0.$ 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.$
8/18/2019 Tabela Ihs - Solução 2
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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
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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
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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
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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
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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
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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
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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
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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
$5 3.7 1.7
SOMATÓRIO DA PERDA DE CARGA EQUIVALENTE
DIMETRO NOMINAL,,
SOMENTE DIGITE A QUANTIDADE PARA FAZER O SOMATORIO
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A EQUIVALENTE EM CONEXÕES (TUBO LIS
TIPO DE CONEÃO
/UANT. CURVA 90 /UANT. CURVA 45 /UANT.
0.4 0.2
0.5 0.3
0.$ 0.4
0.7 0.5
1.2 0.$
1.3 0.7
1.4 0.8
3. M
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)
/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
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PESOS RELATI
APARELHO
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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
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SOMATORIO DOS PESOS
SOMENTE DIGITE A QUANTIDADE PARA FAZER O SOMATORIO
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