Bombeamento de águas pluviais. Elevatória de águas pluviais de Mairiporã

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  • Bombeamento de guas pluviais

  • Elevatria de guas pluviais de Mairipor

  • Corte de uma elevatria de guas pluviais

  • Elevatria de guas pluviais

  • Bombas centrfugas

  • Suco de 3 bombas

  • Bombas tipo Flygt

  • Bombas + transformador (?)

  • Hidrograma de entrada

    Grf1

    0

    0.003

    0.006

    0.009

    0.011

    0.014

    0.017

    0.02

    0.023

    0.025

    0.028

    0.031

    0.034

    0.071

    0.127

    0.326

    0.538

    0.609

    0.481

    0.34

    0.184

    0.142

    0.113

    0.099

    0.093

    0.076

    0.071

    0.065

    0.059

    0.057

    0.054

    Tempo (min)

    Vazes (m3/s)

    Hidrograma de entrada

    Plan1

    Volume cumulativo

    123456

    TempoIncrementoVazao de entradaVazao mdiaVolume de incrementoVolume de incremento acumulado

    (min)(min)(m3/s)(m3/sz)(m3)(m3)tempovolume acumuladotempoVazao de entrada

    050.00000000.0000.000

    550.0030.00150.450.4550.4550.003

    1050.0060.00451.351.80101.80100.006

    1550.0090.00752.254.05154.05150.009

    2050.0110.01003.007.05207.05200.011

    2550.0140.01253.7510.802510.80250.014

    3050.0170.01554.6515.453015.45300.017

    3550.0200.01855.5521.003521.00350.020

    4050.0230.02156.4527.454027.45400.023

    4550.0250.02407.2034.654534.65450.025

    5050.0280.02657.9542.605042.60500.028

    5550.0310.02958.8551.455551.45550.031

    6050.0340.03259.7561.206061.20600.034

    6550.0710.052515.7576.956576.95650.071

    7050.1270.099029.70106.6570106.65700.127

    7550.3260.226567.95174.6075174.60750.326

    8050.5380.4320129.60304.2080304.20800.538

    8550.6090.5735172.05476.2585476.25850.609

    9050.4810.5450163.50639.7590639.75900.481

    9550.3400.4105123.15762.9095762.90950.340

    10050.1840.262078.60841.50100841.501000.184

    10550.1420.163048.90890.40105890.401050.142

    11050.1130.127538.25928.65110928.651100.113

    11550.0990.106031.80960.45115960.451150.099

    12050.0930.096028.80989.25120989.251200.093

    12550.0760.084525.351014.601251014.601250.076

    13050.0710.073522.051036.651301036.651300.071

    13550.0650.068020.401057.051351057.051350.065

    14050.0590.062018.601075.651401075.651400.059

    14550.0570.058017.401093.051451093.051450.057

    15050.0540.055516.651109.701501109.701500.054

    Volume acumulado por nivel da agua

    Nivel da aguaArmazenamentoDiametro da tubulaaoDeclividade da tubulaaoc=d - D/2a=raiz ( D^2 /4 - c^2)=Comprimento L= profundidade/declividadeA= (D2/ 8 ) x { 2 cos 1 ( 1 2d/d) sen [ 2cos 1 ( 1- 2d/D)]} (m2)ArmazenamentoArmazenamento

    buraco das bombasde suaoSComprimento maximo 160reservatorioTotal

    (m)(m3)(m)(m/m)(m3)(m3)

    0.001.200.004-0.60000.0000.000

    0.13.2171.200.004-0.500.332250.0450.454

    0.26.4341.200.004-0.400.447500.1242.517

    0.39.6511.200.004-0.300.520750.2216.800

    0.412.8681.200.004-0.200.5661000.33013.669

    0.516.0851.200.004-0.100.5921250.44623.359

    0.619.3021.200.0040.000.6001500.56536.000

    0.722.5191.200.0040.100.5921600.68547.208

    0.825.7361.200.0040.200.5661600.80156.175

    0.928.9531.200.0040.300.5201600.91065.154

    1.032.171.200.0040.400.4471601.00773.993

    1.135.3871.200.0040.500.3321601.08682.516

    1.238.6041.200.0040.600.0001601.13190.478

    1.341.8211.200.0040.700.0001601.13197.438

    1.445.0381.200.0040.800.0001601.131103.403

    1.548.2551.200.0040.900.0001601.131108.573

    1.651.4721.200.0041.000.0001601.131113.097

    1.754.6891.200.0041.1001601.131117.089

    1.857.9061.200.0041.2001601.131120.637

    1.961.1231.200.0041.3001601.131123.812

    2.064.341.200.0041.4001601.131126.669

    2.167.5571.200.0041.5001601.131129.254

    2.270.7741.200.0041.6001601.131131.604

    2.373.9911.200.0041.7001601.131133.750

    2.477.2081.200.0041.8001601.131135.717

    2.580.4251.200.0041.9001601.131137.526

    Bombeamento de aguas pluviais

    Tronco de cilindrigco (Ungula Formula)300

    Entrada

    Diametro da tubulaao D em (m)=1.2

    Altura da lmina de agua d en (m)=0.5

    Declividade da tubulaao S em m/m00.004

    Comprimento at onde chega a agua L em (m)=125

    c=d - D/2-0.1

    a=raiz ( D^2 /4 - c^2)=0.592

    A= (D2/ 8 ) x { 2 cos 1 ( 1 2d/d) sen [ 2cos 1 ( 1- 2d/D)]} (m2)0.446

    23.36

    Nivel da aguaArmazenamentoArmazenamentoArmazenamento

    buraco das bombasreservatorioTotal

    (m)(m3)(m3)(m3)

    0.000.0000.000

    0.13.2170.4543.671

    0.26.4342.5178.951

    0.39.6516.80016.451

    0.412.86813.66926.537

    0.516.08523.35939.444

    0.619.30236.00055.302

    0.722.51951.50674.025

    0.825.73668.76694.502

    0.928.95386.829115.782

    1.032.17105.021137.191

    1.135.387122.691158.078

    1.238.604139.061177.665

    1.341.821152.898194.719

    1.445.038163.758208.796

    1.548.255171.734219.989

    1.651.472177.016228.488

    1.754.689180.909235.598

    1.857.906180.909238.815

    1.961.123180.956242.079

    2.064.34180.956245.296

    2.167.557180.956248.513

    2.270.774180.956251.730

    2.373.991180.956254.947

    2.477.208180.956258.164

    2.580.425180.956261.381

    Vazao de uma bomba0 0,2m3/s

    Vu=15Qp t= 15 x 0,2 x 1030m3

    Hipotese: 6 ciclos /hora ou seja um ciclo em cada 10min

    Nivel da aguaArmazenamentoArmazenamentoArmazenamentoVolume bombeado

    buraco das bombasreservatorioTotalUma BombaDuas Bombas

    (m)(m3)(m3)(m3)(m3)(m3)(min)

    112

    0.000.0000.000224

    0.13.2170.4543.671336

    0.26.4342.5178.951448

    0.39.6516.80016.451560

    0.412.86813.66926.537672

    0.516.08523.35939.444784

    0.619.30236.00055.302896

    0.722.51951.50674.0259108

    0.825.73668.76694.50210120

    0.928.95386.829115.782

    1.032.17105.021137.191

    1.135.387122.691158.078

    1.238.604139.061177.665

    1.341.821152.898194.719

    1.445.038163.758208.796

    1.548.255171.734219.989

    1.651.472177.016228.488

    1.754.689180.909235.598

    1.857.906180.909238.815

    1.961.123180.956242.079

    2.064.34180.956245.296

    2.167.557180.956248.513

    2.270.774180.956251.730

    2.373.991180.956254.947

    2.477.208180.956258.164

    2.580.425180.956261.381

    Plan1

    Plan2

    Tempo (min)

    Vazes (m3/s)

    Hidrograma de entrada

    Plan3

  • Diagrama de massas de entrada

    Grf2

    0

    0.45

    1.8

    4.05

    7.05

    10.8

    15.45

    21

    27.45

    34.65

    42.6

    51.45

    61.2

    76.95

    106.65

    174.6

    304.2

    476.25

    639.75

    762.9

    841.5

    890.4

    928.65

    960.45

    989.25

    1014.6

    1036.65

    1057.05

    1075.65

    1093.05

    1109.7

    Tempo (min)

    Volume de entrada acumulado (m3)

    Curva da massa de entrada

    Plan1

    Volume cumulativo

    123456

    TempoIncrementoVazao de entradaVazao mdiaVolume de incrementoVolume de incremento acumulado

    (min)(min)(m3/s)(m3/sz)(m3)(m3)tempovolume acumuladotempoVazao de entrada

    050.00000000.0000.000

    550.0030.00150.450.4550.4550.003

    1050.0060.00451.351.80101.80100.006

    1550.0090.00752.254.05154.05150.009

    2050.0110.01003.007.05207.05200.011

    2550.0140.01253.7510.802510.80250.014

    3050.0170.01554.6515.453015.45300.017

    3550.0200.01855.5521.003521.00350.020

    4050.0230.02156.4527.454027.45400.023

    4550.0250.02407.2034.654534.65450.025

    5050.0280.02657.9542.605042.60500.028

    5550.0310.02958.8551.455551.45550.031

    6050.0340.03259.7561.206061.20600.034

    6550.0710.052515.7576.956576.95650.071

    7050.1270.099029.70106.6570106.65700.127

    7550.3260.226567.95174.6075174.60750.326

    8050.5380.4320129.60304.2080304.20800.538

    8550.6090.5735172.05476.2585476.25850.609

    9050.4810.5450163.50639.7590639.75900.481

    9550.3400.4105123.15762.9095762.90950.340

    10050.1840.262078.60841.50100841.501000.184

    10550.1420.163048.90890.40105890.401050.142

    11050.1130.127538.25928.65110928.651100.113

    11550.0990.106031.80960.45115960.451150.099

    12050.0930.096028.80989.25120989.251200.093

    12550.0760.084525.351014.601251014.601250.076

    13050.0710.073522.051036.651301036.651300.071

    13550.0650.068020.401057.051351057.051350.065

    14050.0590.062018.601075.651401075.651400.059

    14550.0570.058017.401093.051451093.051450.057

    15050.0540.055516.651109.701501109.701500.054

    Volume acumulado por nivel da agua

    Nivel da aguaArmazenamentoDiametro da tubulaaoDeclividade da tubulaaoc=d - D/2a=raiz ( D^2 /4 - c^2)=Comprimento L= profundidade/declividadeA= (D2/ 8 ) x { 2 cos 1 ( 1 2d/d) sen [ 2cos 1 ( 1- 2d/D)]} (m2)ArmazenamentoArmazenamento

    buraco das bombasde suaoSComprimento maximo 160reservatorioTotal

    (m)(m3)(m)(m/m)(m3)(m3)

    0.001.200.004-0.60000.0000.000

    0.13.2171.200.004-0.500.332250.0450.454

    0.26.4341.200.004-0.400.447500.1242.517

    0.39.6511.200.004-0.300.520750.2216.800

    0.412.8681.200.004-0.200.5661000.33013.669

    0.516.0851.200.004-0.100.5921250.44623.359

    0.619.3021.200.0040.000.6001500.56536.000

    0.722.5191.200.0040.100.5921600.68547.208

    0.825.7361.200.0040.200.5661600.80156.175

    0.928.9531.200.0040.300.5201600.91065.154

    1.032.171.200.0040.400.4471601.00773.993

    1.135.3871.200.0040.500.3321601.08682.516

    1.238.6041.200.0040.600.0001601.13190.478

    1.341.8211.200.0040.700.0001601.13197.438

    1.445.0381.200.0040.800.0001601.131103.403

    1.548.2551.200.0040.900.0001601.131108.573

    1.651.4721.200.0041.000.0001601.131113.097

    1.754.6891.200.0041.1001601.131117.089

    1.857.9061.200.0041.2001601.131120.637