IS 143331996AI Search Enabled✦ AI Generated

High-density polyethene pipe for sewerage

IS 14333:1996 specifies the requirements for high-density polyethylene (HDPE) pipes ranging from 63 mm to 1000 mm nominal diameter, designed for sewerage applications under pressure ratings from 0.25 to 1.6 MPa. It covers material grades PE 63, PE 80, and PE 100, detailing dimensions, mechanical properties, testing methods, and chemical resistance. This standard is essential for manufacturers, engineers, and quality controllers involved in the production, selection, and installation of HDPE sewer pipes ensuring durability and performance in sewerage systems.

14Sections
119Clauses Indexed
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1996Edition
Plastic Piping SystemCategory
Alternative search terms: IS 14333 PDF, IS 14333 pdf free download, IS 14333 free download pdf, IS14333 PDF, IS-14333 PDF, IS 14333 1996 PDF, IS 14333:1996 PDF, IS 14333-1996 PDF, IS 14333 (1996) PDF, IS 14333 1996 edition PDF, IS 14333 edition 1996 PDF

What This Standard Covers

IS 14333:1996 specifies the requirements for high-density polyethylene (HDPE) pipes ranging from 63 mm to 1000 mm nominal diameter, designed for sewerage applications under pressure ratings from 0.25 to 1.6 MPa. It covers material grades PE 63, PE 80, and PE 100, detailing dimensions, mechanical properties, testing methods, and chemical resistance. This standard is essential for manufacturers, engineers, and quality controllers involved in the production, selection, and installation of HDPE sewer pipes ensuring durability and performance in sewerage systems.

Who Uses This Standard

  • Civil Engineers
  • Pipeline Designers
  • Quality Control Engineers
  • Manufacturers of HDPE Pipes
  • Municipal Sewerage Authorities
  • Construction Contractors
  • Materials Testing Laboratories

Key Topics Covered

Material grades and specifications (PE 63, PE 80, PE 100)
Nominal pipe diameters and pressure ratings
Dimensional tolerances and wall thickness requirements
Mechanical properties including Minimum Required Strength (MRS)
Internal pressure creep rupture testing
Longitudinal reversion and hydraulic characteristics
Carbon black content and dispersion in resin
Sampling and acceptance criteria for visual and dimensional tests
Chemical resistance of HDPE pipes to various substances
Testing procedures for density and melt flow rate (MFR)
Pipe length and ovality measurement methods
Type testing and approval process
Use of standard mark and licensing conditions

Table of Contents

1Scope

IS 14333: Scope Key Specifications & Tables


1. Scope Overview

  • Covers pipes for chemical industries with various chemical concentrations.
  • Concentrations indicated by symbols (Clause 2.2.3):
    • Dil. sol.: ≤10% aqueous solution
    • Sat. sol.: Saturated at 20°C
    • Conc.: Concentrated fluid
    • Work. sol.: Working industrial solution
  • Concentrations expressed as % by mass at 20°C unless stated.

2. Pipe Dimensions (Clause 6.1, Table 1)

Nominal Diameter (DN)Outside Diameter (mm)Tolerance (mm)Ovality (mm)
6363.00.61.5
110110.01.02.2
200200.01.84.0
315315.02.911.1
630630.05.722.1
  • Tolerance: Only positive values allowed.
  • Ovality: Maximum permissible deviation from circularity.

3. Sampling for Visual & Dimensional Checks (Clause 9.2.3.1, Table 4)

Lot Size (No. of Pipes)Sample No.Sample SizeCumulative Sample SizeAcceptance No.Rejection No.
Up to 150First131302
151 to 280First202003
3,201 to 10,000First12512559
10,001 to 35,000First200200711
2References

IS 14333 Key References, Tables & Specifications

References (Clause 1.5):

  • ISO/TR 10358-1993: Plastics pipes & fittings chemical resistance classification.
  • Du Pont 'Sclair' PE resins: Chemical resistance data.
  • Mariex (Phillips): Properties of low, medium & high-density polyethylene.

Wall Thickness of PE Pipes (Clause 6.2, Table 2)

Nominal Diameter (DN)PN 2.5 (mm)PN 4 (mm)PN 6 (mm)PN 10 (mm)
Min - MaxMin - MaxMin - MaxMin - Max
632.6 - 3.04.0 - 4.65.8 - 6.59.0 - 10.1
1104.4 - 5.16.9 - 7.810.0 - 11.215.8 - 17.5
1606.4 - 7.310.0 - 11.214.6 - 16.222.9 - 25.4
2259.0 - 10.114.1 - 15.720.5 - 22.732.2 - 35.6

Note: Table 7 replaces Table 4 as per Clauses 9.2.3.1 & 9.2.3.3.


Important Formula for Pipe Design (General PE pipe):

[ t = \frac{P \times D}{2 \times (\sigma \times F)} ]

Where:

  • (t) = wall thickness (mm)
  • (P) = design pressure (MPa)
  • (D) = outside diameter (mm)
  • (\sigma) = allowable stress of material (MPa)
  • (F) = design factor (from IS or ISO standards)

For detailed chemical resistance and mechanical properties, refer to the listed references.

3Definitions

IS 14333 - Key Definitions & Specifications

1. Concentration of Chemicals (Clause 2.2.3)

  • Dil. sol.: Dilute aqueous solution ≤ 10% concentration by mass at 20°C.
  • Aqueous solution: >10% but not saturated.
  • Sat. sol.: Saturated aqueous solution at 20°C.
  • Conc.: Concentrated fluid.
  • Work. sol.: Working solution used typically in industry.
  • Concentrations are expressed by mass % at 20°C, unless otherwise stated.

2. Chemical Characteristics (Clause 2.2.2)

  • Melting point (m.p.) and boiling point (b.p.) given in °C.
  • Values correspond to technical-grade purity at standard atmospheric pressure.

3. Classification (Clause 2.2.5)

  • Chemicals classified based on resistance tables derived from:
    • ISO/TR 10358-1993
    • Du Pont 'Sclair' polyethylene data
    • Phillips Mariex polyethylene properties

Summary Table Example: Concentration Symbols

SymbolMeaningConcentration Range
Dil. sol.Dilute aqueous solution≤ 10% mass at 20°C
Sat. sol.Saturated aqueous solutionSaturated at 20°C
Conc.Concentrated fluid> Saturated or technical grade
Work. sol.Working solution (industry standard)Varies per industry

This framework ensures consistent chemical concentration and property definitions for structural material compatibility and design.

4Material Grades

IS 14333 - Material Grades for Pipes

Key Specifications from Clause 3.2 & Table 1

Material GradeMRS (MPa) at 20℃ (50 years)Max Allowable Hydrostatic Design Stress (r), MPa
At 20℃
PE 636.35.0
PE 808.06.3
PE 10010.08.0

Additional Points:

  • Minimum MRS: 6.3 MPa at 20℃ for 50 years (Clause 5.1.1).
  • Certification: Manufacturer must provide a conformity certificate for resin MRS.
  • Material Grading: Supplied by raw material supplier or pipe manufacturer (Clause 3.2.3).

Definitions:

  • MRS (Minimum Required Strength): Long-term strength of the pipe material under sustained load.
  • Hydrostatic Design Stress (r): Maximum allowable stress for design at given temperatures.

This table guides selection of pipe grades based on durability and operating temperature conditions.

5Material Requirements

IS 14333: Material Requirements Summary

1. Material Grades & Strength (Clause 3.2, Table 1)

Material GradeMRS @ 20℃ (50 yrs), MPaMax Hydrostatic Design Stress, MPa
At 20℃
PE 636.35.0
PE 808.06.3
PE 10010.08.0
  • MRS minimum: 6.3 MPa at 20℃ for 50 years (Clause 5.1.1)
  • Manufacturer’s resin certificate confirming MRS is mandatory.

2. Sampling for Visual & Dimensional Requirements (Clause 9.2.3.1, Table 4)

Lot Size (No. Pipes)Sample No.Sample SizeCumulative SizeAcceptance No.Rejection No.
Up to 150First131302
Second132612
151 to 280First202003
Second204014
..................

(Refer to full Table 4 for all lot sizes)


Key Notes:

  • MRS defines long-term strength for pipe design.
  • Hydrostatic design stress varies with temperature and fluid type.
  • Sampling ensures quality control per lot size.
  • Obtain manufacturer certification for resin MRS compliance.
flowchart LR
    A[Material Grade] --> B[MRS @ 20℃ (50 yrs)]
    B --> C[Hydrostatic Design Stress]
6Dimensions and Tolerances

IS 14333: Dimensions and Tolerances for Pipes

1. Outside Diameter (Clause 6.1 & Table 1)

Nominal Diameter (DN) mmOutside Diameter (mm)Tolerance (mm, +ve only)Ovality (mm)
6363.00.61.5
7575.00.71.6
9090.00.61.8
110110.01.02.2
............
630630.05.722.1

(Refer full Table 1 in Clause 6.1 for all sizes)


2. Tolerance Formulas (Clause 2.1 & 1.2)

  • For DN ≤ 75:
    [ \text{Tolerance} = \max\left(1.2, \text{round up}(0.008 \times DN + 1.0, 0.1)\right) \text{ mm} ]

  • For 75 < DN ≤ 250:
    [ \text{Tolerance} = \text{round up}(0.02 \times DN, 0.1) \text{ mm} ]

  • For DN > 250:
    [ \text{Tolerance} = \text{round up}(0.035 \times DN, 0.1) \text{ mm} ]

Note: No negative tolerances allowed; minimum tolerance 0.3 mm.


3. Ovality (Clause 6.1)

Ovality is the difference between max and min diameter and should not exceed values in Table 1.


Summary Diagram:

flowchart TD
    A[Nominal Diameter DN] --> B{DN ≤ 75?}
    B -- Yes --> C[Tolerance = max(1.2, round(0.008*DN
7Mechanical Properties

IS 14333: Mechanical Properties Summary

1. Material Grades & Mechanical Properties (Clause 3.2.1, Table 1)

Material GradeMRS @ 20℃ (50 years), MPaMax Hydrostatic Design Stress (r), MPa
At 20℃
PE 636.35.0
PE 808.06.3
PE 10010.08.0
  • MRS = Minimum Required Strength, must be ≥ 6.3 MPa at 20℃ for 50 years (Clause 5.1.1).

2. Wall Thickness of Pipes (Clause 6.2, Table 2)

  • Thickness varies with Nominal Diameter (DN) and Pressure Rating (PN).
  • Example for DN 110:
PNMin Thickness (mm)Max Thickness (mm)
2.54.45.1
46.97.8
610.011.2
1015.817.5

3. Creep Rupture Test Requirements (Clause 9.1.2, Table 3)

Test TypeTemp (℃)Duration (hours)Induced Stress (MPa)
Type Test801653.5
Acceptance80484.1

Key Formula: Hydrostatic Design Stress (r)

[ r = \text{MRS} \times \text{Design Factor} ]

  • Design factors vary with temperature and service type (see Table 1).

8Testing Methods

IS 14333 - Testing Methods: Key Formulas, Tables & Specs


1. Sampling for Visual & Dimensional Requirements

Table 4: Scale of Sampling (Clause 9.2.3.1)

No. of Pipes in LotSample No.Sample SizeCumulative Sample SizeAcceptance No.Rejection No.
Up to 1501st131302
2nd132612
151 to 2801st202003
2nd204014
..................
  • Sampling size and acceptance criteria increase with lot size.
  • Two-stage sampling is used for quality control.

2. Internal Pressure Creep Rupture Test (Table 3, Clause 9.1.2)

Test TypeTemp (℃)Duration (hrs)Induced Stress σ (MPa)
Type Test801653.5
Acceptance Test80484.1
  • Used for assessing pipe long-term strength under pressure.

3. Other Tests (Clause 8.3 - 8.5)

  • Density, MFR, Carbon Black Content/Dispersion:
    Lot passes if no sample fails.

Summary Diagram: Sampling & Testing Flow

flowchart TD
    A[Start: Pipe Lot] --> B{Lot Size?}
    B -->|Up to 150| C[Sample 13 pipes]
    B -->|151 to 280| D[Sample 20 pipes]
    B -->|>280| E[Sample as per Table 4]
    C --> F{Acceptable defects?}
    D --> F
    E --> F
    F -->|Yes| G
9Sampling and Acceptance Criteria

IS 14333: Sampling and Acceptance Criteria (Clause 9.2.3.1 & Table 4)

For visual and dimensional requirements, sampling depends on the lot size as per the table below:

No. of Pipes in LotSample No.Sample SizeCumulative Sample SizeAcceptance No.Rejection No.
Up to 150First131302
Second132612
151 to 280First202003
Second204044
281 to 500First323214
Second326444
501 to 1,200First505025
Second5010067
1,201 to 3,200First808037
Second8016089
3,201 to 10,000First12512559
Second1252501213
10,001 to 35,000First200200711
Second2004001819

Key Points:

  • Sampling is done in two stages: First and Second samples.
  • Acceptance Number (Ac): Max allowable defects to accept the lot.
  • Rejection Number (Re): Defects count leading to rejection.
  • If defects ≤
10Marking and Packaging

IS 14333: Marking and Packaging Key Points

Marking Requirements (Clause 10.1 & 10.2)

  • Marking Location:
    • On each straight pipe length: both ends
    • On coils: both ends and every meter along the length
  • Marking Method:
    • Indelible ink/paint or hot embossing on white base
  • Information to Mark:
    • Manufacturer's name or trademark
    • Designation of pipe (see Clause 3.1)
    • Lot number/Batch number
    • BIS Certification Mark (optional but recommended)

Designation of Pipe (Clause 3.1)

  • Includes pipe type, size, and relevant specifications (e.g., material grade)

Packaging

  • Pipes should be bundled and protected to avoid damage during transport and storage
  • Packaging must maintain pipe integrity and ease of identification via markings

Example Marking Format:

Marking ItemDescription
Manufacturer Namee.g., "XYZ Pipes Ltd."
Pipe Designatione.g., "IS 14333 PE 100, DN 110"
Batch Numbere.g., "Batch No. 12345"
BIS MarkBIS Standard Mark (optional)

flowchart LR
    A[Pipe Length] -->|Mark both ends| B[Marking with ink/paint]
    A -->|Mark every meter (coil)| C[Hot embossing]
    B & C --> D[Markings include:]
    D --> E[Manufacturer Name]
    D --> F[Pipe Designation]
    D --> G[Batch Number]
    D --> H[BIS Certification Mark]

This ensures traceability, quality assurance, and compliance with IS 14333.

Annex AExplanatory Notes

IS 14333 - Explanatory Notes Key Points

  1. Reference Standards & Data Sources:

    • ISO/TR 10358-1993: Chemical resistance classification for plastics pipes/fittings.
    • Du Pont data on 'Sclair' polyethylene resins.
    • Mariex (Phillips) data on polyethylene properties and processing.
  2. Symbol & Abbreviation Clarifications:

    • Clause 6.1: Replace all mentions of Table 1 with Table 2.
    • Clause 9.2.3.3: Replace Table 4 with Table 7.
  3. Tables Substitution Summary:

Original ReferenceCorrected Reference
Table 1Table 2
Table 4Table 7

Practical Note:

  • Always use Table 2 instead of Table 1 for data in Clause 6.1.
  • Use Table 7 instead of Table 4 in Clause 9.2.3.3 for accurate values.

This ensures correct interpretation of chemical resistance and polyethylene properties as per IS 14333.

Annex BInternal Pressure Creep Rupture Test

IS 14333: Internal Pressure Creep Rupture Test Key Points

Test Conditions (Clause 9.1.2 & Table 6)

Test TypeTemp (°C)Min Duration (h)Induced Stress (MPa) PE63PE80PE100
Type Test801653.54.65.5
Acceptance Test80483.84.95.7

Test Specimen (Annex B)

  • Length = 10 × Outside Diameter (min 250 mm, max 750 mm)
  • Test done ≥ 24 hours post-manufacture
  • Specimen immersed in thermostatically controlled water bath
  • Controlled internal hydraulic pressure applied

Acceptance Criteria (Clause 8.1)

  • No localized swelling, leakage, or weeping
  • No burst during test duration

Summary Formula for Specimen Length:

[ L = \max(250,mm, \min(10 \times D_{outside}, 750,mm)) ]


flowchart TD
    A[Pipe Sample] --> B[Cut Specimen (Length = 10 × OD)]
    B --> C[Immerse in Water Bath @ 80°C]
    C --> D[Apply Internal Pressure to Induce Stress]
    D --> E{Hold for Duration}
    E -->|No Failure| F[Pass Test]
    E -->|Failure| G[Fail Test]

This test ensures pipe durability under sustained internal pressure and temperature, critical for long-term service.

Annex CLongitudinal Reversion Test

IS 14333: Longitudinal Reversion Test Key Points


1. Formula for Longitudinal Reversion (Clause 3.1, Annex C)

[ T = \frac{l_0 - l_1}{l_1} \times 100 ]

  • ( l_0 ) = Length before test (mm)
  • ( l_1 ) = Length after test (mm)
  • ( T ) = Longitudinal reversion percentage (%)

2. Acceptance Criteria (Clause 8.2)

  • The longitudinal reversion shall not exceed 3% when tested as per Annex C procedure.

3. Sampling Table for Visual & Dimensional Requirements (Clause 9.2.3.1)

No. of Pipes in LotSample No.Sample SizeCumulative Sample SizeAcceptance No.Rejection No.
Up to 150First131302
Second132612
151 to 280First202003
Second204034
281 to 500First323214
Second326445
501 to 1,200First505025
Second5010067
1,201 to 3,200First808037
Second8016089
3,201 to 10,000First12512559
Second
Annex DChemical Resistance Data

Chemical Resistance Data for HDPE Pipes (IS 14333 - Appendix D)

Key Points:

  • Chemical resistance is based on immersion tests at 20°C and 60°C under atmospheric pressure.
  • Classification symbols:
    • S: Suitable for continuous use
    • L: Limited suitability; further testing required if under stress
    • NS: Not suitable
  • Data derived from ISO/TR 10358-1993 and other sources.

Sample Chemical Resistance Table (Excerpt)

ChemicalConc. (%)Temp. (°C)Classification
Acetaldehyde (KSCA)4020L NS
60L
Acetic Acid (KSCA)Up to 10208 (special)
60S
Acetic Acid (glacial)>9620S
60L
Acetonetg-120L
60L
Aluminium chlorideAll conc.20, 60S

Notes:

  • tg-1: Test grade or specific concentration.
  • For pipes under mechanical stress or pressure, further testing per ISO 8584-1/2 is mandatory if classification is S or L.
  • The table is a preliminary guide; always verify with actual fluid conditions and stresses.

Summary Diagram of Classification Decision Flow

flowchart TD
    A[Chemical Resistance Table] --> B{Classification}
    B -->|S| C[Suitable for continuous use]
    B -->|L| D[Limited use; Further testing required]
    B -->|NS| E[Not suitable]
    D --> F{Under mechanical stress?}
    F -->|Yes| G[Conduct ISO 8584 tests]
    F -->|No| C

For detailed chemical resistance, refer to Clause D-2.2.4 and test per IS 14333 Appendix D.

Popular Questions About IS 14333

?What are the specified material grades for HDPE pipes under IS 14333?

Specified Material Grades for HDPE Pipes under IS 14333:

  • HDPE pipes conform to IS 7328:1992 designations:

    • Primarily PEEWA-45-T-006
    • Alternatively, PEEWA-45-T-012 with MFR ≤ 1.10 g/10 min
  • Melt Flow Rate (MFR) requirements (Clause 1.10 & Annex A-1):

    • MFR between 0.20 to 1.10 g/10 min
    • MFR within 30% of the MIFR of raw material
  • Material Grades and Strength (Clause 3.2.1, Table 1):

Material GradeMRS (MPa, 20℃, 50 years)Max Hydrostatic Design Stress (MPa) at 20℃at 30℃For sewage & industrial effluent
PE 636.35.04.03.0
PE 808.06.35.04.0
PE 10010.08.06.35.0
  • Pipes can be made with natural or black master batch compounded HDPE stabilized with antioxidants.

Summary:

  • Use PEEWA-45-T-006 or PEEWA-45-T-012 HDPE resin per IS 7328.
  • MFR must be controlled between 0.20 - 1.10 g/10 min.
  • Select material grade PE 63, PE 80, or PE 100 based on required strength and pressure rating.
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?What pressure ratings and nominal diameters does IS 14333 cover?

IS 14333 covers High Density Polyethylene (HDPE) pipes for sewerage with the following specifications:

Nominal Diameters (DN) Covered:

  • From 63 mm up to 630 mm including:
    63, 75, 90, 110, 125, 140, 160, 180, 200, 225, 250, 280, 315, 355, 400, 450, 500, 560, 630 mm

Pressure Ratings:

  • From 0.25 MPa (2.5 bar) up to 1.0 MPa (10 bar)

Additional Details:

  • Pipes are black in color.
  • Larger diameters (710, 800, 900, 1000 mm) with specified outside diameters and tolerances are also included in amendments.
Nominal Diameter DN (mm)Outside Diameter (mm)Tolerance (mm)Ovality (mm)
710710.0+6.424.9
800800.0+7.228.0
900900.0+8.131.5
10001000.0+9.035.0

This standard ensures pipes suitable for sewerage applications with defined dimensional tolerances and pressure ratings.


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?How is the minimum required strength (MRS) of the pipe material defined and tested?

Minimum Required Strength (MRS) Definition and Testing as per IS 14333:

  • MRS is the minimum hydrostatic design stress the pipe material must sustain for 50 years at 20°C.
  • It is expressed in MPa and depends on the material grade (PE 63, PE 80, PE 100).
Material GradeMRS (MPa) at 20°C, 50 years
PE 636.3
PE 808.0
PE 10010.0
  • The maximum allowable hydrostatic design stress (σ) is calculated by applying a design coefficient of 1.25 to MRS, adjusted for temperature.

Testing of MRS:

  • Tested on composite samples (minimum 3 pipes) as per IS 2530:1963.
  • Melt Flow Rate (MFR) at 190°C under 5 kgf load must be between 0.4 to 1.1 g/10 min.
  • MFR variation should not exceed ±30% compared to the resin used.
  • Manufacturer must provide a conformity certificate confirming MRS ≥ 6.3 MPa at 20°C for 50 years.

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This ensures pipe durability and safety over its design life.

?What are the dimensional tolerances and wall thickness requirements for different pipe sizes?

IS 14333: Dimensional Tolerances and Wall Thickness for Pipes

Wall Thickness Calculation (Clause 3.2 & A-3.2)

  • Minimum wall thickness, ( s ): [ s = \frac{p \times d}{2 \times \sigma + p} ]
    • ( p ) = max permissible working pressure (MPa)
    • ( d ) = nominal outside diameter (mm)
    • ( \sigma ) = max allowable hydrostatic design stress (30 MPa)
  • Maximum wall thickness:
    • For ( d \leq 355 , mm ): [ s_{max} = 1.1 \times s + 0.2 , mm ]
    • For ( d \geq 400 , mm ): [ s_{max} = 1.15 \times s + 0.2 , mm ]
    • Rounded to next higher 0.1 mm (or 1 mm for smaller pipes)
    • Max wall thickness generally limited to ~60 mm

Dimensional Tolerances (Clause 1.2)

  • Nominal diameter ( \leq 75 ): [ \text{Tolerance} = 0.008 \times DN + 1.0 , mm \quad (\min 1.2 , mm) ]
  • ( 75 < DN \leq 250 ): [ \text{Tolerance} = 0.02 \times DN ]
  • ( DN > 250 ): [ \text{Tolerance} = 0.035 \times DN ]
  • All rounded to next higher 0.1 mm

Wall Thickness Table (Clause 6.2 - Table 2 excerpt)

DN (mm)PN 2.5 MinPN 2.5 MaxPN 10 MinPN 10 Max
632.63.09.010.1
1104.45.115.817.5
25010
?Which chemical substances are HDPE pipes resistant to according to this standard?

According to IS 14333, HDPE pipes show varying resistance to chemicals at 20°C and 60°C, classified as:

  • S (Satisfactory): Suitable for pressure and non-pressure applications.
  • L (Limited): Suitable only for non-pressure or low-stress use; corrosion may occur.
  • NS (Not Satisfactory): Not recommended; pipes will fail under any condition.

Examples of Chemical Resistance:

ChemicalConcentrationTemp (°C)Classification
Acetic AcidUp to 10%20S
Acetic AcidUp to 10%60S
Acetic Acid10-80%20S
Acetic Acid40-80%60L
Acetaldehyde40%20L NS
Acrylic emulsionWork solution20, 60S
Aluminium chlorideAll conc.20, 60S

Key Notes:

  • HDPE is highly resistant to acids like acetic acid (dilute) and aluminium chloride.
  • Limited or no resistance to acetaldehyde at 40% concentration.
  • Resistance is temperature-dependent; higher temperatures may reduce resistance.

For detailed chemical compatibility, consult the full table in IS 14333 Clause 2.1.

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