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Pressure Pipe System Rating

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  • 72. Pressure pipe systems ratings

    Thermoplastic pipes based on the nominated standard sizes

    are accorded pressure ratings. The basis of this rating is that

    the outside diameter of the pipe remains standard but the

    wall thickness is specifi ed according to the strength

    requirement. For example the outside diameter of a 32 mm

    pressure pipe rated at 10 bar will be the same as that rated

    at 16 bar. The higher the pressure that the pipe is required to

    hold, the greater the strength requirement and thus the

    greater the wall thickness necessary to withstand that

    pressure.

    2.1 Calculation of pipe wall thicknessThe pipe wall thickness can be calculated by the following

    vessel formula:-

    2.2 International standards of ratings

    There are three classifi cations which are accepted as

    International Standards for rating of plastic pipes: -

    2.2.1 The PN Nominal Pressure classifi cationThe PN classifi cation rates pipes and components for their

    maximum permissible pressure at 20C. Thus a component

    rated at PN16 can be used to carry liquid or other fl uid

    media at 20C up to a maximum pressure of 16 bar.

    This system also rules that pipes, valves and fi ttings of the

    same standard size and same nominal pressure rating will

    have the same joint dimensions.

    2.2.2 The ISO 4065 S series classifi cationThe ISO 4065 S classifi es pipes into pressure ratings using a

    series number, therefore pipes with the same series number

    are rated to the same pressure.

    The series number can be arrived at by use of the

    following formula: -

    Where e Pipe wall thickness (mm) D Outside diameter (mm) P Permissible operating pressure (bar) at 20 C Permissible circumferential stress (MPa),

    HPPE=10 MPa.

    20 Constant of proportionality

    Due to manufacturing necessity pipes of a small diameter will

    have a greater wall thickness than may be expected when

    using the vessel formula.

    Where S Series number, note this is dimensionless Permissible circumferential stress (MPa),

    HPPE=10 MPa.

    P Permissible operating pressure (bar) at 20 C 10 Proportionality constant

    D Outside diameter (mm) e Pipe wall thickness (mm)

    2.2.3 The SDR (Standard Dimension Ratio)The SDR rating (an American classifi cation) denotes the ratio of

    the pipes outside diameter to its wall thickness and is found

    by using: -

    Where SDR Standard Dimension Ratio D Outside diameter (mm) e Pipe wall thickness (mm), this may be calculated using the vessel formula

    The SDR may also be calculated from the ISO 4065 S Series (S) by use of the following formula: SDR = 2 x S + 1

    Alternatively S can be derived with

    Table 2.1 Correlation between SDR and PN

    PE100 - Safety Factor S = 1.25

    SDR PN

    33 5

    26 6.3

    21 8

    17 10

    11 16

    7.4 25

    PN is valid for 20C water for service life of 50 years

    Pressure Pipe System Ratings

    1

  • 8The required duration of operation for a given working

    pressure and temperature must be taken into account when

    planning a plastic pipe system. Pressures that can be

    sustained for a short time at a certain temperature may not

    be sustainable at a higher working temperature; or even at

    the same pressure and temperature should the working

    duration of the system be extended. It is possible to work

    out the maximum permitted working pressures at different

    temperatures and the associated safety factors with the

    use of regression graphs. Safety factors are used to ensure

    that plastic pipeline systems can operate under stress for their

    given lifetime without damage or failure and is described as

    the ratio between the maximum allowable circumferential

    stress which a system can absorb and its operating stress.

    Where P Permissible operating pressure (bar) C Safety factor (see table 3.1) 20 Proportionality constant Circumferential stress (MPa), taken from

    regression chart (see chart 3.1).

    e Pipes wall thickness (mm) D Pipes outside diameter (mm)

    Note that fi ttings and other components, with the same

    pressure rating as the pipe, are normally thicker walled and

    therefore the lowest common denominator of wall thickness

    (e) should be used.

    Table 3.1 Safety factors for thermoplastics (C)

    Thermoplastic material

    HPPE PVCu metric PVCu imperial ABS metric ABS imperial

    Safety factor* 1.25 2.5 2.1 2.1 2.1

    3. Pressure and temperature relationship The following formula is used to calculate the permissible working pressure for a pipeline system: -

    * Safety factors are based on 50 year expected life at 20C, with water.

    The higher the working temperature of a plastic pipe system, the lower will be the working pressure that can be sustained

    within the system, please refer to table 3.2.

    (PN10) for 3.8 mm wall thickness

    and

    (PN10) for 3.8 mm wall thickness

    and

    (PN16) for 5.8 mm wall thickness (PN16) for 5.8 mm wall thickness

    Worked example 3.1Calculate the maximum operating pressure for a pipe system

    with the following specifi cation:-

    Material type: HPPE

    Intended operating life: 5 years

    Maximum operating temperature: 20 C

    Pipe dimensions: 63 x 3.8 mm and 63 x 5.8 mm

    SolutionFactor of safety C = 1.25 (from table 3.1).With life span 5 years and temperature t = 20 C fi nd = 10.4

    (from chart 3.1).

    The formula for determining the operating pressure is used:-

    Worked example 3.2Calculate the maximum operating pressure for a pipe system

    with the following specifi cation:-

    Material type: HPPE

    Intended operating life: 25 years

    Maximum operating temperature: 30 C

    Pipe dimensions: 63 x 3.8 mm and 63 x 5.8 mm

    SolutionFactor of safety C = 1.25 (from table 3.1).With life span 25 years and temperature t = 30 C fi nd = 8.5

    (from chart 3.1).

    The formula for determining the operating pressure is used: -

    20 10.4 3.81.25 (63 3.8)

    10.7 bar3.8

    20 8.5 3.81.25 (63 3.8)

    8.7 bar3.8

    20 8.5 5.81.25 (63 5.8)

    13.8 bar5.8

    20 10.4 5.81.25 (63 5.8)

    16.9 bar5.8

    Pressure andTemperature Relationship

    2

  • 9Tab

    le 3

    .2 P

    ress

    ure

    /tem

    per

    atu

    re r

    elat

    ion

    sip

    Ter

    rain

    HPP

    E p

    ress

    ure

    (sa

    fety

    fac

    tor

    1.25

    )

    Temperature C

    Operating years

    S cl

    asifi

    cat

    ion

    2520

    1612

    .510

    .510

    8.3

    86.

    35

    43.

    22.

    52

    SDR

    cla

    ssifi

    cat

    ion

    5141

    3326

    2221

    17.6

    1713

    .611

    97.

    46

    5

    PN r

    atin

    g

    105

    4.0

    5.0

    6.3

    7.9

    9.4

    10.1

    12.1

    12.6

    15.7

    20.2

    25.2

    31.5

    40.4

    50.5

    103.

    94.

    96.

    27.

    89.

    39.

    911

    .912

    .415

    .519

    .824

    .831

    .039

    .749

    .6

    253.

    84.

    86.

    07.

    69.

    09.

    611

    .612

    .115

    .119

    .324

    .230

    .238

    .748

    .4

    503.

    84.

    75.

    97.

    58.

    99.

    511

    .411

    .914

    .819

    .023

    .829

    .738

    .047

    .6

    100

    3.7

    4.6

    5.8

    7.3

    8.7

    9.3

    11.2

    11.6

    14.6

    18.7

    23.3

    29.2

    37.4

    46.7

    205

    3.3

    4.2

    5.3

    6.6

    7.9

    8.4

    10.2

    10.6

    13.2

    16.9

    21.2

    26.5

    33.9

    42.4

    103.

    34.

    15.

    26.

    57.

    88.

    310

    .010

    .413

    .016

    .620

    .826

    .033

    .341

    .6

    253.

    24.

    05.

    06.

    47.

    68.

    19.

    810

    .112

    .716

    .220

    .325

    .432

    .540

    .7

    503.

    24.

    05.

    06.

    37.

    58.

    09.

    610

    .012

    .516

    .020

    .025

    .032

    .040

    .0

    100

    3.1

    3.9

    4.9

    6.1

    7.3

    7.8

    9.4

    9.8

    12.2

    15.7

    19.6

    24.5

    31.4

    39.2

    305

    2.8

    3.6

    4.5

    5.6

    6.7

    7.2

    8.6

    9.0

    11.2

    14.4

    18.0

    22.5

    28.8

    36.0

    102.

    83.

    54.

    45.

    56.

    67.

    08.

    58.

    811

    .014

    .117

    .722

    .128

    .335

    .4

    252.

    73.

    44.

    35.

    46.

    46.

    98.

    38.

    610

    .813

    .817

    .221

    .627

    .634

    .5

    502.

    73.

    34.

    25.

    36.

    36.

    78.

    18.

    410

    .613

    .516

    .921

    .227

    .133

    .9

    405

    2.4

    3.0

    3.8

    4.8

    5.8

    6.1

    7.4

    7.7

    9.6

    12.3

    15.4

    19.3

    24.7

    30.9

    102.

    43.

    03.

    84.

    75.

    76.

    07.

    37.

    69.

    512

    .115

    .219

    .024

    .330

    .4

    252.

    32.

    93.

    74.

    65.

    55.

    97.

    17.

    49.

    211

    .814

    .818

    .523

    .729

    .7

    502.

    32.

    93.

    64.

    55.

    45.

    87.

    07.

    29.

    111

    .614

    .518

    .223

    .329

    .1

    505

    2.1

    2.6

    3.3

    4.2

    5.0

    5.3

    6.4

    6.7

    8.3

    10.7

    13.4

    16.7

    21.4

    26.8

    102.

    02.

    63.

    24.

    04.

    85.

    26.

    26.

    58.

    110

    .413

    .016

    .220

    .326

    .0

    151.

    92.

    32.

    93.

    74.

    44.

    75.

    75.

    97.

    49.

    511

    .814

    .819

    .023

    .7

    605

    1.5

    1.9

    2.4

    3.0

    3.6

    3.8

    4.6

    4.8

    6.0

    7.7

    9.7

    12.1

    15.5

    19.4

    702

    1.2

    1.5

    1.9

    2.4

    2.9

    3.1

    3.7

    3.9

    4.9

    6.2

    7.8

    9.8

    12.5

    15.7

    Op

    erat

    ing

    Ye

    ars

    Tem

    pera

    ture

    C

    3

  • 10

    25

    20

    1

    10

    1.5

    0.5

    1

    2

    2.5

    3

    3.5

    4

    5

    6

    7

    8

    9

    10

    100 1000 10000 100000 100000 10000000Time (h)

    Years

    Circ

    umfe

    rent

    ial S

    tres

    s (M

    Pa)

    15

    1005025101 5

    20C

    30C

    40C

    50C

    60C

    10C

    Chart 3.1 Life Regression for HPPE

    Pressure andTemperature Relationship

    4

  • 11

    It is recommended that if the allowable negative pressure

    (Pe) is less than 1 bar then the pipeline system will not sustain vacuum. (1 bar = 0.98 Atmospheres.) Different thermoplastics

    have different operating temperatures under a vacuum and

    maximum installation temperatures must be observed, as

    shown in table 3.3: -

    Worked example 3.3A HPPE pipe operates under the following condition: -

    Pipe outside diameter: 110mm

    Intended service life: 10 years

    Safety factor: 2

    Modulus of Elasticity 900 MPa

    Poissons Ratio 0.4

    Determine the collapsing pressure and determine whether the

    vacuum pressure can or can not be sustained,

    for two cases: -

    Pipe wall thickness: 6.6mm

    Pipe wall thickness: 3.4mm

    SolutionThe collapsing pressure is given by: -

    (a) For e = 6.6mm, the collapsing and the vacuum pressure are calculated: -

    Therefore the pipe will sustain this condition,

    as Pe is greater than 1.

    (b) For e = 3.4mm, the collapsing and the vacuum pressure are calculated: -

    This pressure is lower than 1 bar; hence the pipe system can

    not support this condition.

    3.1 Maximum working conditions for

    negative pressure

    The design safety factor for negative

    pressure is 2.

    Pipeline systems operating below atmospheric pressure

    (1 bar) are subjected to vacuum or negative pressure

    and will tend to collapse radially inwards due to the

    greater outside pressure.

    The collapsing pressure can be shown by the following

    formula: -

    Where Pc Collapsing pressure (bar) 20 Proportionality constant

    E Modulus of elasticity (MPa) (See table 1.1) Poissons ratio (0.4 for plastic) e Pipe wall thickness (mm) D Pipe outside diameter (mm) C Safety factor = 2 (Design safety factor for negative pressure)

    The maximum allowable negative pressure (Pe) is obtained from the collapsing pressure (Pc) and safetyfactor (C) with: -

    Table 3.3 Maximum installation temperatures for vacuum conditions

    Thermoplastic material Maximum temperature under vacuum (C)

    PN10 PN16

    PE 60 60

    PVCu 40 60

    ABS 60 60

    PP 80 80

    20 900 (6.6/110)3 4.63 bar

    2.31 bar4.63

    20 900 (3.4/110)3 0.63 bar

    0.63 0.32

    5