duct pressure loss calculation

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  • 7/29/2019 Duct Pressure Loss Calculation

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    To find pressure loss

    1.duct size is known.2.flow rate is known.

    S.1 Compute the loss pressure for each branch of simple

    Duct system shown in figure using loss coefficient

    method.

    Plenum

    1

    400cfm

    50ft, 10in

    200cfm

    50 ft, 9in

    120cfm

    40 ft, 6 in

    a2

    3

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    Solution:

    For section 1-a

    (i)

    for plenum exit loss

    C = 0.85 ( from T-4 )

    ft/min385.733)12/10)(4/(

    400

    A

    QV

    2

    u

    uu ===

    22

    ua-1

    4000733.3850.85

    4000VCH

    =

    =

    For straight line 1-a ( 50 ft )

    100

    0.09

    L

    P

    in10

    400cfm=

    ( ) waterofin0.04550100

    0.09P a1 ==

    Plenum

    1

    400cfm

    50 ft, 10 in

    a

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    waterofin0.07350.02850.045a-1Runforlosspressuretotal =+=

    section a- 2

    ( )( )ft/min633.79

    129

    4

    280AQV

    2

    d

    dd ===

    waterofin0.002Pft/min633.79V

    ft/min733.385Vfit

    d

    u =

    =

    =

    For straight run

    waterofin100

    08.0

    L

    P

    in9

    cfm280=

    waterofin0.0450100

    0.08Pst ==

    waterofin0.0420.0020.042-aRunforlosspressuretotal =+=

    280 cfm

    50 ft, 9in

    a 2

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    Section a-3

    ( ) ( )ft/min611.154

    126

    4

    120

    A

    QV

    22

    b

    bb ===

    0.48C

    offtake45loss)(branch

    0.833733.385

    611.154

    V

    V

    bu

    b

    =

    ==

    o

    ( ) waterofin0161.04000

    733.3850.48

    4000

    VCH

    22

    ubb =

    =

    =i

    a

    3

    VU Vd

    Vb

    120cfm

    40ft, 6 in

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    ( )

    losselbow45 oii

    )2-Tfrom1DR

    assume(0.37C==

    waterofin0.00864000

    611.1540.37

    4000

    V0.37H

    22

    be =

    =

    =

    ( ) losselbow90 oiii

    waterofin0.0086He =

    ( ) )ft(40lossRunStraightiv

    waterofin100

    0.12

    L

    P

    in6

    cfm120=

    ( ) waterofin0.04840100

    0.12P st ==

    waterofin0.0813

    0.0480.00860.00860.01613-aRunforlosspressuretotal

    =

    +++=

    total pressure loss for section 1-2 is

    pa28.75950waterofin0.11550.0420.0735P 2-1 ==+=

    Total pressure loss for section 1-3 ispa38.54waterofin0.15480.08130.0735P 31 ==+= =

    +==========================+

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    Equivalent Length Method

    S.2 Compute the loss pressure for each branch of simpleduct system shown in figure usingEquivalent Length

    approach.

    Section 1-a

    ft85(35)50L a1 =+=

    ftwater/100ofin0.09L

    P

    in10:dia

    cfm400=

    =

    waterofin0.076585

    100

    0.09L

    L

    PP a-1 ==

    =

    Plenum

    1

    400cfm

    50ft, 10in

    200cfm

    50 ft, 9in

    120cfm

    40 ft, 6 in

    a2

    3

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    Section a-2

    ft55)5(50L 2-a =+=

    waterofin1000.08

    LP

    in9:diacfm200 =

    =

    waterofin0.04455100

    0.08P 2-a ==

    Section a-3

    ft90)10()5()35(40L 3-a=+++=

    waterofin0.12L

    P

    in6:dia

    cfm120=

    =

    waterofin0.10890100

    0.12P 3a == =

    The pressure loss for section 1 to 2 is

    Pa30.00

    waterofin0.12050.0440.0765PPP 2-aa-12-1

    =

    =+=+=

    The pressure loss for section 1 to 3 is

    pa45.9

    waterofin0.18450.1080.0765PPP 3aa-13-1

    =

    =+=+= =

    +======================+

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    TO FIND DUCT SIZE

    Equal Friction MethodS-3 Select duct sizes for the simple duct system of shown

    in figure using Equal Friction Method. The system is

    for a residence. The total pressure for the duct system

    is 0.12 in of water and the loss in total pressure for

    each diffuser at the specified flow rate is 0.02 in ofwater.

    Plenum

    o

    a b

    150cfm

    150cfm

    200cfm

    1

    5

    2

    3

    4

    20ft

    15ft

    17ft

    30ft

    10ft

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    ft16730)105355(35101720Le123 =++++++++=

    ft15230)555535(301720Le124 =++++++++=

    ft16030)105035(1520Le15 =+++++=

    Le123 is design line.

    waterofin0.10.02-0.12P ==

    water/ftofin100.5980.000598167

    0.1

    L

    P

    L

    P 3-

    design123

    ===

    =

    cfm500150200150cfm1 =++=

    cfm350200150cfm2 =+=

    line.ofallforequalisft100water /ofin0.0598L

    P

    design

    =

    ft/min660Vin,9.11Dcfm500cfm 111 ===

    ft /min600Vin,2.10Dcfm350cfm 222 ===ft/min490Vin,5.7Dcfm150cfm 333 ===

    ft/min525Vin,4.8D200cfmcfm 444 ===

    ft/min490Vin,5.7Dcfm150cfm 555 ===

    +===========================+

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    Balance Capacity Method

    S-4 Select duct sizes for the simple duct system of shownin figure using Balance Capacity Method. The system

    is for a residence. The total pressure for the duct

    system is 0.12 in of water and the loss in total pressure

    for each diffuser at the specified flow rate is 0.02 in of

    water.

    Plenum

    o

    a b

    150cfm

    150cfm

    200cfm

    1

    5

    2

    3

    4

    20ft

    15ft

    17ft

    30ft

    10ft

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    ft16730)105355(35101720Le123 =++++++++=

    ft15230)555535(301720Le124 =++++++++=

    ft16030)105035(1520Le15 =+++++=

    Le123 is design line.

    waterofin0.10.02-0.12P ==

    water/ftofin100.5980.000598167

    0.1

    L

    P

    L

    P 3-

    design123

    ===

    =

    cfm500150200150cfm1 =++=

    cfm350200150cfm2 =+=

    2,3.1,lineforlinedesignisft100water /ofin0.0598L

    P

    design

    =

    ft/min660Vin,9.11Dcfm500cfm 111 ===

    ft /min600Vin,2.10Dcfm350cfm 222 ===

    ft/min490Vin,5.7Dcfm150cfm 333 ===According to the theory, the pressure of all line are equal.

    PP 43 =

    ( ) ft90301053510Le3 =++++=

    waterofin0.0503890L

    PP

    design3

    =

    =

    ( ) ft753055530Le4 =++++=

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    ftwater/100ofin0.07176waterofin100.717675

    0.0538

    L

    P 3-

    4

    ===

    ft/min560Vin,1.8D

    200cfm

    ftwater/100ofin07176.0L

    P

    44

    4

    4 ==

    =

    =

    Section a-5

    o4o5 PP = .. equ:(1)

    b4aboaa5oa PPPPP ++=+

    b4aba5 PPP += equ:(2)

    ft75LL 4b4 ==

    ft22517LL 2ab =+==

    waterofin01315.022100.598LL

    PPP 3-222ab ==

    ==

    waterofin0538.075107176.0LL

    PPP 34

    4

    4b4 ==

    ==

    waterofin0.06690.013150.0538PP a55 =+==

    ( ) ft10530105015La5 =+++=

    water/ftofin10637.0ft105

    waterofin0669.0

    L

    P

    L

    P 3

    a5

    a5

    5

    ==

    =

    ft/min489Vin,7.5D150cfmft,water/100ofin0637.0L

    P55 ==

    ==

    +========================+

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    S-5 Design the duct system of shown in figure by using

    the equal friction method. The velocity in the duct attached

    to the plenum must not exceed 900 ft/min and the overallloss in total pressure should not exceed about 0.32 in of

    water. Total pressure losses for the diffusers are all equal to

    0.04 in of water. The lengths shown are the total equivalent

    length of each section. Use English unit.

    For main duct velocity = 900 ft/min

    cfm1 = 100+250+250+100+100 =800

    Plenum

    o a

    b

    cd

    1 2 3 4

    5

    6

    78

    9

    55 ft 25 ft 40ft 45ft

    95ft

    100

    ft

    100

    ft

    80

    ft

    100

    ft

    250 cfm 250 cfm

    100cfm

    100cfm 100 cfm

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    from chart,

    ftwater/100ofin0.096L

    P

    ft/min890Vin,9.12Dcfm

    ityduct velocmain

    design

    11

    1

    =

    ==

    lines.allforequalisL

    P

    design

    From chart,

    ft/min870Vin,12.2D700100100250250cfm 222 ===+++=

    ft/min780Vin,4.10D450250100100cfm 333 ===++=

    ft/min700Vin,5.9D350250100cfm 444 ===+=

    ft/min530Vin,9.5D100cfm 555 ===

    ft/min660Vin,2.8D250cfm 666 ===

    ft/min530Vin,9.5D100cfm 777 ===

    ft/min530Vin,9.5D100cfm 888 ===

    ft/min660Vin,2.8D250cfm 999 ===

    +===========================+

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    S-6 Design the duct system of shown in figure by using

    balance capacity method. The velocity in the duct attached

    to the plenum must not exceed 900 ft/min and the overallloss in total pressure should not exceed about 0.32 in of

    water. Total pressure losses for the diffusers are all equal to

    0.04 in of water. The lengths shown are the total equivalent

    length of each section. Use English unit.

    For main duct velocity = 900 ft/min

    cfm1 = 100+250+250+100+100 =800

    Plenum

    o a

    b

    cd

    1 2 3 4

    5

    6

    78

    9

    55 ft 25 ft 40ft 45ft

    95ft

    100

    ft

    100

    ft

    80

    ft

    100

    ft

    250 cfm 250 cfm

    100cfm

    100cfm 100 cfm

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    from chart,

    ftwater/100ofin0.096L

    P

    ft/min890Vin,9.12Dcfm

    ityduct velocmain

    design

    11

    1

    =

    ==

    ft2609545402555Le12345 =++++=

    ft2458045402555Le12346 =++++=

    ft220100402555Le1237 =+++=

    ft1801002555Le129 =++=

    ft15510055Le18 =+=

    waterofin0.2496260100

    096.0P 5-o ==

    6-o5-o PP =

    6-dd-o5-dd-o PPPP +=+

    waterofin0912.095100

    096.0L

    L

    PP 5

    design

    5-d ==

    =

    waterofin0912.0PP 5-d6-d ==

    waterofin1014.1800912.0

    LP

    LP 3

    6

    6-d

    6

    ===

    ft/min690Vin,2.8D

    250cfm

    114.0ft100L

    P

    66

    6

    6 ==

    =

    =

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    7-o6-o PP =

    7-cc-o6-dd-4-cc-o PPPPP +=++

    water.ofin0432.045100096.0L

    LPP 4

    design

    d-4-c ==

    =

    waterofin0912.0PP 66-d ==

    waterofin1344.00912.00432.0PPP 6-dd-4-c7-c =+=+=

    3

    7-c

    7-c

    7

    10344.1

    100

    1344.0

    L

    P

    L

    P ==

    =

    ft/min600Vin,6.5D

    100cfm

    0.1344ft100L

    P

    77

    7

    7 ==

    =

    =

    9-o7-o PP =

    7-cc-bb-o9-bb-o PPPPP ++=+

    7-cc-b9-b PPP +=

    waterofin0384.040100

    096.0L

    L

    PP 3

    design

    c-b ==

    =

    waterofin1728.01344.00384.0PPPP 7-cc-b9-b9 =+=+==

    water /ftofin10152.1150

    1728.0

    L

    P 3

    9

    ==

    ft/min700Vin,0.8D

    250cfm

    1152.0ft100L

    P

    99

    9

    9 ==

    =

    =

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    9o8-o PP =

    9bb-aa-o8-aa-o PPPPP =++=+

    9-bb-a8-a PPP +=

    waterofin024.025100

    096.0L

    L

    PP 2

    design

    ba ==

    =

    waterofin1968.01728.0024.0P 8-a =+=

    twater /fofin10968.1

    100

    1968.0

    L

    P 3

    8-a

    ==

    ft/min700Vin,2.5D

    100cfm

    ftwater/100ofin1968.0ft100L

    P

    88

    8

    8 ==

    =

    =

    +=========================+