47034259 planilha para calculo de bomba nao afogada

Download 47034259 Planilha Para Calculo de Bomba Nao Afogada

Post on 01-Jan-2016

21 views

Category:

Documents

2 download

Embed Size (px)

TRANSCRIPT

  • 99

  • SISTEMA NO-AFOGADO

    123

    CALCULAR!

  • SISTEMA NO-AFOGADO

  • Preecher somente as clulas em CINZA

    #N/A #N/A #N/A

    #N/A #N/A #N/A

    #N/A #N/A #N/A

    Reg

    ime

    NPS

    Hd

    (m)

    H (m

    )

    0 100 200 300 400 500 6000

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.8

    0.9

    1

    0

    H x Q

    Column SColumn B

    Q(m3/h)

    H (m

    )

  • Preecher somente as clulas em CINZA

    SUCOT(C)

    1.2 #N/A #N/A MaterialRECALQUE

    2 #N/A #N/A

    Q(m3/h)

    vRS(m/s) (pol) /Ds

    (m)

    vRD(m/s) (pol) /DD

    0 100 200 300 400 500 6000.0

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.8

    0.9

    1.0

    0

    NPSHd x NPSHr

    Column JColumn CColumn DColumn HColumn LColumn PColumn TColumn X

    Q (m3/h)

    NPSH

    d (m

    )

    0 100 200 300 400 500 6000

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.8

    0.9

    1

    0

    H x Q

    Column SColumn B

    Q(m3/h)

    H (m

    )

  • Suco Recalque180 8.430 8.4

    Ao comercial 10.000060 0

    -1.5

    Rendimento do motor

    Pot. do Motor (Pcv) calculado

    LS(m) LD(m)

    IR LeqS(m) LeqD(m)

    P1(bar) P4(bar)

    z1(m) z4(m)

    Potncia do Motor Comercial

    0 100 200 300 400 500 6000.0

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.8

    0.9

    1.0

    0

    NPSHd x NPSHr

    Column JColumn CColumn DColumn HColumn LColumn PColumn TColumn X

    Q (m3/h)

    NPSH

    d (m

    )

  • Recalque T(K) 303.1538.11 Tr (K) 647.3118.3 XR 0.532

    1 995.60 0.0008 Trecho 1

    11.5 Pv(Pa) 4.25E+03 Trecho 29.81 Trecho 3

    0.65 9767.3 Trecho 4

    Trecho 5

    #N/A CV #N/A Trecho 6

    #N/A Trecho 7

    #N/A CV Trecho 8Trecho 9

    Trecho 10

    Trecho 11

    Trecho1 2

    Trecho1 3

    Trecho 14

    Trecho1 5

    Trecho 16

    Trecho 17

    Trecho 18

    Trecho 19

    Trecho 20

    IR

    (kg/m3)

    (Pa.s)

    CA

    LCU

    LAD

    OR

    A S

    OM

    A T

    REC

    HO

    S R

    ETO

    S (L

    )

    A

    pena

    s pa

    ra a

    uxli

    o

    g(m/s2)

    (N/m3)

    0 100 200 300 400 500 6000.0

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.8

    0.9

    1.0

    0

    NPSHd x NPSHr

    Column JColumn CColumn DColumn HColumn LColumn PColumn TColumn X

    Q (m3/h)

    NPSH

    d (m

    )

  • 0 mm0 M

  • cotovelo 90

    Qua

    nt.

    cotovelo 90

    Qua

    nt.

    cotovelo 90

    Qua

    nt.

    mm pol. raio longo raio mdio raio curto13 1/2" 0.3 0 0.4 0 0.5 019 3/4" 0.4 0 0.6 0 0.7 025 1" 0.5 0 0.7 0 0.8 032 1 1/4" 0.7 0 0.9 0 1.1 038 1 1/2" 0.9 0 1.1 0 1.3 050 2" 1.1 0 1.4 0 1.7 063 2 1/2" 1.3 0 1.7 0 2 075 3" 1.6 0 2.1 0 2.5 0100 4" 2.1 0 2.8 0 3.4 0125 5" 2.7 0 3.7 0 4.2 0150 6" 3.4 0 4.3 0 4.9 0200 8" 4.3 0 5.5 0 6.4 0250 10" 5.5 0 6.7 1 6.7 7.9 0300 12" 6.1 0 7.9 0 9.5 0350 14" 7.3 0 9.5 0 10.5 0

    0 6.7 0

    TOTAL 8.4Metros

    joelho de

    Qua

    nt. joelho de

    Qua

    nt. curva de

    Qua

    nt.

    mm pol. 90 45 90

    15 1/2" 1.1 0 0.4 0 0.4 020 3/4" 1.2 0 0.5 0 0.5 025 1" 1.5 0 0.7 0 0.6 032 1 1/4" 2 0 1 0 0.7 040 1 1/2" 3.2 0 1.3 0 1.2 050 2" 3.4 0 1.5 0 1.3 060 2 1/2" 3.7 0 1.7 0 1.4 075 3" 3.9 0 1.8 0 1.5 0100 4" 4.3 0 1.9 0 1.6 0125 5" 4.9 0 2.4 0 1.9 0150 6" 5.4 0 2.6 0 2.1 0

    0 0 0TOTAL 0

    Metros

    NBR 5626/1982 - ABNT; NBR 7198/1982 - ABNTVOLTAR P/ VARIVEIS DE PROJETO

    Ao/ Ferro Dimetro Nominal

    Le

    qv

    Le

    qv

    Le

    qv

    PVC Dimetro Nominal

    Le

    qv

    Le

    qv

    Le

    qv

  • 123456789

    1011121314151617181920212223242526272829303132333435363738394041424344454647

  • 48495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

    100

  • cotovelo deQ

    uant

    .curva de 90

    Qua

    nt.

    curva de 90

    Qua

    nt.

    Qua

    nt.

    entrada

    Qua

    nt.

    45 45 normal0.2 0 0.2 0 0.3 0 0.2 0 0.20.3 0 0.3 0 0.4 0 0.2 0 0.20.4 0 0.3 0 0.5 0 0.2 0 0.30.5 0 0.4 0 0.6 0 0.3 0 0.40.6 0 0.5 0 0.7 0 0.3 0 0.50.8 0 0.6 0 0.9 0 0.4 0 0.70.9 0 0.8 0 1 0 0.5 0 0.91.2 0 1 0 1.3 0 0.6 0 1.11.3 0 1.3 0 1.6 0 0.7 0 1.61.9 0 1.6 0 2.1 0 0.9 0 22.3 0 1.9 0 2.5 0 1.1 0 2.53 0 2.4 0 3.3 0 1.5 0 3.5

    3.8 0 3 0 4.1 0 1.8 0 4.54.6 0 3.6 0 4.8 0 2.2 0 5.55.3 0 4.4 0 5.4 0 2.5 0 6.2

    0 0 0 0

    Qua

    nt. entrada

    Qua

    nt. entrada

    Qua

    nt.

    Qua

    nt.

    Qua

    nt.

    45 normal de borda

    0.2 0 0.3 0 0.9 0 0.1 0 11.10.3 0 0.4 0 1 0 0.2 0 11.40.4 0 0.5 0 1.2 0 0.3 0 150.5 0 0.6 0 1.8 0 0.4 0 220.6 0 1 0 2.3 0 0.7 0 35.80.7 0 1.5 0 2.8 0 0.8 0 37.90.8 0 1.6 0 3.3 0 0.9 0 380.9 0 2 0 3.7 0 0.9 0 401 0 2.2 0 4 0 1 0 42.3

    1.1 0 2.5 0 5 0 1.1 0 50.91.2 0 2.8 0 5.6 0 1.2 0 56.7

    0 0 0 0

    Le

    qv

    Le

    qv

    Le

    qv curva de

    Le

    qv

    R/D - 1 1/2 R/D - 1

    curva de

    Le

    qv

    Le

    qv

    Le

    qv registro gaveta

    Leqv vlvula

    globo

  • entradaQ

    uant

    .

    Qua

    nt.

    Qua

    nt.

    Qua

    nt.

    Qua

    nt.

    de borda0 0.4 0 0.1 0 4.9 0 2.6 0 0.30 0.5 0 0.1 0 6.7 0 3.6 0 0.40 0.7 0 0.2 0 8.2 0 4.6 0 0.50 0.9 0 0.2 0 11.3 0 5.6 0 0.70 1 0 0.3 0 13.4 0 6.7 0 0.90 1.5 0 0.4 0 17.4 0 8.5 0 1.10 1.9 0 0.4 0 21 0 10 0 1.30 2.2 0 0.5 0 26 0 13 0 1.60 3.2 0 0.7 0 34 0 17 0 2.10 4 0 0.9 0 43 0 21 0 2.70 5 0 1.1 0 51 0 26 0 3.40 6 0 1.4 0 67 0 34 0 4.30 7.5 0 1.7 1 1.7 85 0 43 0 5.50 9 0 2.1 0 102 0 51 0 6.10 11 0 2.4 0 120 0 60 0 7.30 0 1.7 0 0

    Qua

    nt.

    Qua

    nt.

    Qua

    nt.

    Qua

    nt.

    Qua

    nt.

    0 5.9 0 0.7 0 2.3 0 2.3 0 8.10 6.1 0 0.8 0 2.4 0 2.4 0 9.50 8.4 0 0.9 0 3.1 0 3.1 0 13.30 10.5 0 1.5 0 4.6 0 4.6 0 15.50 17 0 2.2 0 7.3 0 7.3 0 18.30 18.5 0 2.3 0 7.6 0 7.6 0 23.70 19 0 2.4 0 7.8 0 7.8 0 250 20 0 2.5 0 8 0 8 0 26.80 22.1 0 2.6 0 8.3 0 8.3 0 28.60 26.2 0 3.3 0 10 0 10 0 37.40 28.9 0 3.8 0 11.1 0 11.1 0 43.40 0 0 0 0

    Le

    qv

    Le

    qv vlvula gaveta/

    borboleta Le

    qv vlvula globo

    Leqv vlvula de

    angulo

    Le

    qv

    T passagem direta

    Le

    qv

    vlvula de angulo

    Le

    qv T passagem direta

    Le

    qv T 90 sada de

    lado Le

    qv T 90 sada

    bilateral Le

    qvvlvula de p

    e crivo

  • Qua

    nt.

    Qua

    nt.

    Qua

    nt.

    Qua

    nt.

    Qua

    nt.

    tipo leve0 1 0 1 0 3.6 0 0.4 0 1.10 1.4 0 1.4 0 5.6 0 0.5 0 1.60 1.7 0 1.7 0 7.3 0 0.7 0 2.10 2.3 0 2.3 0 10 0 0.9 0 2.70 2.8 0 2.8 0 11.6 0 1 0 3.20 3.5 0 3.5 0 14 0 1.5 0 4.20 4.3 0 4.3 0 17 0 1.9 0 5.20 5.2 0 5.2 0 20 0 2.2 0 6.30 6.7 0 6.7 0 23 0 3.2 0 8.40 8.4 0 8.4 0 30 0 4 0 10.40 10 0 10 0 39 0 5 0 12.50 13 0 13 0 52 0 6 0 160 16 0 16 0 65 0 7.5 0 200 19 0 19 0 78 0 9 0 240 22 0 22 0 90 0 11 0 280 0 0 0 0

    Qua

    nt.

    Qua

    nt.

    Qua

    nt.

    tipo leve tipo pesada

    0 0.8 0 2.5 0 3.6 00 0.9 0 2.7 0 4.1 00 1.3 0 3.8 0 5.8 00 1.4 0 4.9 0 7.4 00 3.2 0 6.8 0 9.1 00 3.3 0 7.1 0 10.8 00 3.5 0 8.2 0 12.5 00 3.7 0 9.3 0 14.2 00 3.9 0 10.4 0 16 00 4.9 0 12.5 0 19.2 00 5.5 0 13.9 0 21.4 00 0 0 0

    Le

    qv T sada de lado

    Leqv T sada

    bilateral Le

    qv vlvula de p e crivo

    Le

    qv sada da canalizao

    Leqv vlvula de

    reteno

    Le

    qv sada da canaliza

    o Le

    qv

    vlvula de reteno

    Le

    qv

    vlvula de reteno

    Le

    qv

  • Qua

    nt.

    0 1.6 00 2.4 00 3.2 00 4 00 4.8 00 6.4 00 8.1 00 9.7 00 12.9 00 16.1 00 19.3 00 25 00 32 00 38 00 45 00 0

    Le

    qv vlvula de reteno

    Le

    qvtipo

    pesada

  • cotovelo 90

    Qua

    nt.

    cotovelo 90

    Qua

    nt.

    cotovelo 90

    Qua

    nt.

    mm pol. raio longo raio mdio raio curto13 1/2" 0.3 0 0.4 0 0.5 019 3/4" 0.4 0 0.6 0 0.7 025 1" 0.5 0 0.7 0 0.8 032 1 1/4" 0.7 0 0.9 0 1.1 038 1 1/2" 0.9 0 1.1 0 1.3 050 2" 1.1 0 1.4 0 1.7 063 2 1/2" 1.3 0 1.7 0 2 075 3" 1.6 0 2.1 0 2.5 0100 4" 2.1 0 2.8 0 3.4 0125 5" 2.7 0 3.7 0 4.2 0150 6" 3.4 0 4.3 0 4.9 0200 8" 4.3 0 5.5 0 6.4 0250 10" 5.5 0 6.7 0 7.9 0300 12" 6.1 0 7.9 0 9.5 0350 14" 7.3 0 9.5 0 10.5 0

    0 0 0

    TOTAL 118.3Metros

    joelho de

    Qua

    nt. joelho de

    Qua

    nt. curva de

    Qua

    nt.

    mm pol. 90 45 90

    15 1/2" 1.1 0 0.4 0 0.4 020 3/4" 1.2 0 0.5 0 0.5 025 1" 1.5 0 0.7 0 0.6 032 1 1/4" 2 0 1 0 0.7 040 1 1/2" 3.2 0 1.3 0 1.2 050 2" 3.4 0 1.5 0 1.3 060 2 1/2" 3.7 0 1.7 0 1.4 075 3" 3.9 0 1.8 0 1.5 0100 4" 4.3 0 1.9 0 1.6 0125 5" 4.9 0 2.4 0 1.9 0150 6" 5.4 0 2.6 0 2.1 0

    0 0 0TOTAL 0

    Metros

    NBR 5626/1982 - ABNT; NBR 7198/1982 - ABNTVOLTAR P/ VARIVEIS DE PROJETO

    Ao/ Ferro Dimetro Nominal

    Le

    qv

    Le

    qv

    Le

    qv

    PVC Dimetro Nominal

    Le

    qv

    Le

    qv

    Le

    qv

  • 123456789

    101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354

  • 555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

    100

  • cotovelo deQ

    uant

    .curva de 90

    Qua

    nt.

    curva de 90

    Qua

    nt.

    Qua

    nt.

    entrada

    45 45 normal0.2 0 0.2 0 0.3 0