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Cálculo do volume de tanque Horizontal cilíndr Entrada: Diâmetro D= 5.00 [m] raio R= 2.5 [m] Altura do nive L= 4.90 [m] comprimento C= 3.065 [m] Saída Volume TOTAL V= 59.8939 [m³] R L [m] C V [m³] a 2.5 0.1 3.065 0.2872 -1.28700222 0.2 0.8075 -1.16808049 0.3 1.4742 -1.0758622 0.4 2.2555 -0.99728322 0.5 3.1321 -0.92729522 0.6 4.0907 -0.86331312 0.7 5.1211 -0.80380232 0.8 6.2152 -0.74776263 0.9 7.3663 -0.69449827 1 8.5685 -0.64350111 1.1 9.8167 -0.5943858 1.2 11.1064 -0.54685095 1.3 12.4334 -0.50065471 1.4 13.7940 -0.45559867 1.5 15.1847 -0.41151685 1.6 16.6021 -0.36826789 1.7 18.0431 -0.32572949 1.8 19.5049 -0.28379411 1.9 20.9846 -0.24236585 2 22.4795 -0.20135792 2.1 23.9868 -0.16069065 2.2 25.5041 -0.12028988 2.3 27.0288 -0.08008558 2.4 28.5585 -0.04001067 2.5 30.0906 0 Autor: Eng° Paulo Afonso

Volume de tanque cilindrico horizontal.xls

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Page 1: Volume de tanque cilindrico horizontal.xls

Cálculo do volume de tanque Horizontal cilíndrico

Entrada:

Diâmetro D= 5.00 [m] raio R= 2.5 [m]Altura do nivel L= 4.90 [m]comprimento C= 3.065 [m]

SaídaVolume TOTAL V= 59.8939 [m³]

R L [m] C V [m³] a2.5 0.1 3.065 0.2872 -1.287002218

0.2 0.8075 -1.1680804850.3 1.4742 -1.07586220.4 2.2555 -0.9972832220.5 3.1321 -0.9272952180.6 4.0907 -0.8633131150.7 5.1211 -0.8038023190.8 6.2152 -0.7477626350.9 7.3663 -0.694498266

1 8.5685 -0.6435011091.1 9.8167 -0.59438581.2 11.1064 -0.5468509511.3 12.4334 -0.5006547121.4 13.7940 -0.4555986731.5 15.1847 -0.4115168461.6 16.6021 -0.3682678931.7 18.0431 -0.3257294871.8 19.5049 -0.2837941091.9 20.9846 -0.242365851

2 22.4795 -0.2013579212.1 23.9868 -0.1606906532.2 25.5041 -0.1202898822.3 27.0288 -0.080085582.4 28.5585 -0.0400106742.5 30.0906 0

Autor: Eng° Paulo Afonso

Page 2: Volume de tanque cilindrico horizontal.xls

b-0.2688

-0.36056489-0.417976841-0.455772575

-0.48-0.493941535-0.499661325-0.498584236-0.491759941

-0.48-0.46395586

-0.444166455-0.421088874

-0.39511902-0.366606056-0.335862829-0.303173614

-0.2688-0.232985493-0.195959179-0.157938722-0.119132867-0.079743589-0.039967987

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