Calcularoda Hidraúlica
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Transcript of Calcularoda Hidraúlica
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DIMENSIONAMENTO DE BOMBASHaikel B. Busgaib
Passo 1: ConsumoConsumo Per Capita 10
Número de Residentes 2Consumo por dia 20 m³/dia
Passo 1: Vazão de recalque5 horas
0.0011111 m³/s
29.276003 mm
mm 13 19 25 32 38 50 63 75 100Pol. .1/2 .3/4 1 1.1/4 1.1/2 2 2.1/2 3 4
0.038 metros 0.032 metrosPasso 3: Perdas de Carga
3.1) Sucção
Nhoras
Qr
Passo 2: Cálculo de Dr
Dr
Dsucção Drecalque
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2.824
26.8
0.0324043 m/m0.8684339 m
3.2) Recalque
Llocalizada
Lreal
Ltotal
Junitário
Hf sucção
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03.53.5
0.0733013 m/m
0.2565545 mPasso 4: Altura Manométrica e Potência da Bomba:
33 m34.124988 m
0.750.6740738 CV
Rendimento(%) Potência(CV)40 a 60 ≤ 2,070 a 75 2 < P <5
80 >5
Llocalizada
Lreal
Ltotal
Junitário
Hf recalque
Hreal
Hman
nrendimento
Pot
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DIMENSIONAMENTO DE BOMBASHaikel B. Busgaib
125 150 200 250 300 3505 6 8 10 12 14
Quant. Perda Total00000000000
2 1.4 2.80
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0000000000000000000
TOTAL 2.8
Quant. Perda Total000000000000
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00000000000000000000
TOTAL 0
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DIMENSIONAMENTO DE BARRILETEPasso 1: Pesos e Vazão
Apartamento Tipo 01 Apartamento Tipo 028.1 61
Número de Apartamentos 10 Número de Apartamentos 1TOTAL 81 TOTAL 61
SOMATÓRIO DOS TIPOS 142
Vazão 3.5749125863 L/sQuantidade de Reservatórios 2
Vazão por Reservatório 1.7874562932 L/s
Passo 2: Cálculo do Diâmetro
Perda de Carga Considerada 8 %Diâmetro Calculado 0.037430477 m
mm 13 19 25 32 38 50Pol. .1/2 .3/4 1 1.1/4 1.1/2 2
Diâmetro Adotado 38 mm
Passo 3: Pressão Disponível
Perda de Carga Unitária 0.752418902 Kpa/mComprimento da Tubulação 12 m
Pressão Disponível 0.9213292677 m.c.a
TABELA 1
Somatório dos Pesos Tab.1 Somatório dos Pesos Tab.1
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DIMENSIONAMENTO DE BARRILETEHaikel B. Busgaib
Apartamento Tipo 030
Número de Apartamentos 0TOTAL 0
63 75 100 125 150 200 250 300 3502.1/2 3 4 5 6 8 10 12 14
Somatório dos Pesos Tab.1
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DIMENSIONAMENTO DE RAMAISPesos
Trecho Unitário Acumulado (m) Vazão (m³/s) Velocidade (m/s)
68.8 2339.2 0.014509583 0.05 7.3896699617519668.8 2270.4 0.0142946144 0.05 7.2801873172803268.8 2201.6 0.0140763632 0.05 7.1690328919429168.8 2132.8 0.0138546743 0.05 7.0561276800260168.8 2064 0.01362938 0.05 6.9413862497270268.8 1995.2 0.0134002985 0.05 6.8247159866890768.8 1926.4 0.0131672321 0.05 6.7060162190408868.8 1857.6 0.0129299652 0.05 6.5851772004335268.8 1788.8 0.0126882623 0.05 6.4620789218470168.8 1720 0.0124418648 0.05 6.3365897155527968.8 1651.2 0.0121904881 0.05 6.2085646049887868.8 1582.4 0.0119338175 0.05 6.0778433416294568.8 1513.6 0.0116715038 0.05 5.9442480530727868.8 1444.8 0.0114031575 0.05 5.8075804038798768.8 1376 0.0111283422 0.05 5.6676181398008468.8 1307.2 0.0108465663 0.05 5.5241108433547568.8 1238.4 0.0105572724 0.05 5.3767746689571868.8 1169.6 0.0102598246 0.05 5.2252857406853568.8 1100.8 0.0099534918 0.05 5.0692717724422368.8 1032 0.009637427 0.05 4.9083012880170368.8 963.2 0.0093106391 0.05 4.7418695432307868.8 894.4 0.0089719563 0.05 4.5693798262006768.8 825.6 0.0086199768 0.05 4.3901181336223468.8 756.8 0.0082529995 0.05 4.2032181073826968.8 688 0.0078689262 0.05 4.0076112198290668.8 619.2 0.0074651189 0.05 3.8019538293316868.8 550.4 0.0070381816 0.05 3.5845164459714568.8 481.6 0.006583616 0.05 3.3530081095204468.8 412.8 0.006095244 0.05 3.10428230249439
1 F-A 68.8 344 0.0055641711 0.06 1.96792296520863A-B 68.8 275.2 0.0049767459 0.05 2.53463588622112B-C 68.8 206.4 0.0043099884 0.05 2.19505906681117C-D 68.8 137.6 0.0035190908 0.05 1.79225822298573D-E 68.8 68.8 0.002488373 0.05 1.26731794311056
TABELA 1
Diâmetro (m)tab.1
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DIMENSIONAMENTO DE RAMAISComprimentos Perda de Carga
Real (m) Total (m) Unitária (m/m)
0 0.7893817149370 0.7690289822006830 0.7485989969957470 0.7280890372289770 0.707496193742750 0.686817350775090 0.6660491636318570 0.6451880330590430 0.6242300756865950 0.603171089766550 0.5820065152370070 0.5607313868952830 0.5393402791380750 0.5178272402949840 0.4961857140031220 0.4744084442844990 0.4524873599052510 0.430413432081680 0.4081764974446590 0.3857650350538530 0.3631658816378840 0.3403638622492250 0.3173413026637580 0.2940773724689550 0.2705471789792190 0.2467204824549820 0.2225598133778110 0.1980176010831540 0.173031572224447
1.5 7.6 9.1 1.5 2.05 0.06204843683360123 7.6 10.6 3 2.985359 0.121351598734523 7.6 10.6 3 4.699032 0.09434613375299333 7.6 10.6 3 6.698963 0.06616742839564263 3.2 6.2 3 8.997589 0.0360780461580115
Densidade do flúido 1000 Kg/m³Gravidade na área 9.807 m/s²
TABELA 2
diferença de cota Z (m)
Pressão Disponível (m)
Equivalente (m)tab.2
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Perda de Carga Pressão a Jusante (m) Observações:Total (m)
0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0
0.564640775185771 2.985359224814231.28632694658591 4.699032053414091.00006901778173 6.69896298221827
0.701374740993811 8.997588259006190.223683886179671 11.7739051138203
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