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.
Overview
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.
Audience
Contents
Structure
IS 14333: Scope Key Specifications & Tables
| Nominal Diameter (DN) | Outside Diameter (mm) | Tolerance (mm) | Ovality (mm) |
|---|---|---|---|
| 63 | 63.0 | 0.6 | 1.5 |
| 110 | 110.0 | 1.0 | 2.2 |
| 200 | 200.0 | 1.8 | 4.0 |
| 315 | 315.0 | 2.9 | 11.1 |
| 630 | 630.0 | 5.7 | 22.1 |
| Lot Size (No. of Pipes) | Sample No. | Sample Size | Cumulative Sample Size | Acceptance No. | Rejection No. |
|---|---|---|---|---|---|
| Up to 150 | First | 13 | 13 | 0 | 2 |
| 151 to 280 | First | 20 | 20 | 0 | 3 |
| 3,201 to 10,000 | First | 125 | 125 | 5 | 9 |
| 10,001 to 35,000 | First | 200 | 200 | 7 | 11 |
IS 14333 Key References, Tables & Specifications
| Nominal Diameter (DN) | PN 2.5 (mm) | PN 4 (mm) | PN 6 (mm) | PN 10 (mm) |
|---|---|---|---|---|
| Min - Max | Min - Max | Min - Max | Min - Max | |
| 63 | 2.6 - 3.0 | 4.0 - 4.6 | 5.8 - 6.5 | 9.0 - 10.1 |
| 110 | 4.4 - 5.1 | 6.9 - 7.8 | 10.0 - 11.2 | 15.8 - 17.5 |
| 160 | 6.4 - 7.3 | 10.0 - 11.2 | 14.6 - 16.2 | 22.9 - 25.4 |
| 225 | 9.0 - 10.1 | 14.1 - 15.7 | 20.5 - 22.7 | 32.2 - 35.6 |
Note: Table 7 replaces Table 4 as per Clauses 9.2.3.1 & 9.2.3.3.
[ t = \frac{P \times D}{2 \times (\sigma \times F)} ]
Where:
For detailed chemical resistance and mechanical properties, refer to the listed references.
IS 14333 - Key Definitions & Specifications
| Symbol | Meaning | Concentration Range |
|---|---|---|
| Dil. sol. | Dilute aqueous solution | ≤ 10% mass at 20°C |
| Sat. sol. | Saturated aqueous solution | Saturated 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.
IS 14333 - Material Grades for Pipes
| Material Grade | MRS (MPa) at 20℃ (50 years) | Max Allowable Hydrostatic Design Stress (r), MPa |
|---|---|---|
| At 20℃ | ||
| PE 63 | 6.3 | 5.0 |
| PE 80 | 8.0 | 6.3 |
| PE 100 | 10.0 | 8.0 |
This table guides selection of pipe grades based on durability and operating temperature conditions.
IS 14333: Material Requirements Summary
| Material Grade | MRS @ 20℃ (50 yrs), MPa | Max Hydrostatic Design Stress, MPa |
|---|---|---|
| At 20℃ | ||
| PE 63 | 6.3 | 5.0 |
| PE 80 | 8.0 | 6.3 |
| PE 100 | 10.0 | 8.0 |
| Lot Size (No. Pipes) | Sample No. | Sample Size | Cumulative Size | Acceptance No. | Rejection No. |
|---|---|---|---|---|---|
| Up to 150 | First | 13 | 13 | 0 | 2 |
| Second | 13 | 26 | 1 | 2 | |
| 151 to 280 | First | 20 | 20 | 0 | 3 |
| Second | 20 | 40 | 1 | 4 | |
| ... | ... | ... | ... | ... | ... |
(Refer to full Table 4 for all lot sizes)
flowchart LR
A[Material Grade] --> B[MRS @ 20℃ (50 yrs)]
B --> C[Hydrostatic Design Stress]
IS 14333: Dimensions and Tolerances for Pipes
| Nominal Diameter (DN) mm | Outside Diameter (mm) | Tolerance (mm, +ve only) | Ovality (mm) |
|---|---|---|---|
| 63 | 63.0 | 0.6 | 1.5 |
| 75 | 75.0 | 0.7 | 1.6 |
| 90 | 90.0 | 0.6 | 1.8 |
| 110 | 110.0 | 1.0 | 2.2 |
| ... | ... | ... | ... |
| 630 | 630.0 | 5.7 | 22.1 |
(Refer full Table 1 in Clause 6.1 for all sizes)
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.
Ovality is the difference between max and min diameter and should not exceed values in Table 1.
flowchart TD
A[Nominal Diameter DN] --> B{DN ≤ 75?}
B -- Yes --> C[Tolerance = max(1.2, round(0.008*DN
IS 14333: Mechanical Properties Summary
| Material Grade | MRS @ 20℃ (50 years), MPa | Max Hydrostatic Design Stress (r), MPa |
|---|---|---|
| At 20℃ | ||
| PE 63 | 6.3 | 5.0 |
| PE 80 | 8.0 | 6.3 |
| PE 100 | 10.0 | 8.0 |
| PN | Min Thickness (mm) | Max Thickness (mm) |
|---|---|---|
| 2.5 | 4.4 | 5.1 |
| 4 | 6.9 | 7.8 |
| 6 | 10.0 | 11.2 |
| 10 | 15.8 | 17.5 |
| Test Type | Temp (℃) | Duration (hours) | Induced Stress (MPa) |
|---|---|---|---|
| Type Test | 80 | 165 | 3.5 |
| Acceptance | 80 | 48 | 4.1 |
[ r = \text{MRS} \times \text{Design Factor} ]
IS 14333 - Testing Methods: Key Formulas, Tables & Specs
Table 4: Scale of Sampling (Clause 9.2.3.1)
| No. of Pipes in Lot | Sample No. | Sample Size | Cumulative Sample Size | Acceptance No. | Rejection No. |
|---|---|---|---|---|---|
| Up to 150 | 1st | 13 | 13 | 0 | 2 |
| 2nd | 13 | 26 | 1 | 2 | |
| 151 to 280 | 1st | 20 | 20 | 0 | 3 |
| 2nd | 20 | 40 | 1 | 4 | |
| ... | ... | ... | ... | ... | ... |
| Test Type | Temp (℃) | Duration (hrs) | Induced Stress σ (MPa) |
|---|---|---|---|
| Type Test | 80 | 165 | 3.5 |
| Acceptance Test | 80 | 48 | 4.1 |
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
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 Lot | Sample No. | Sample Size | Cumulative Sample Size | Acceptance No. | Rejection No. |
|---|---|---|---|---|---|
| Up to 150 | First | 13 | 13 | 0 | 2 |
| Second | 13 | 26 | 1 | 2 | |
| 151 to 280 | First | 20 | 20 | 0 | 3 |
| Second | 20 | 40 | 4 | 4 | |
| 281 to 500 | First | 32 | 32 | 1 | 4 |
| Second | 32 | 64 | 4 | 4 | |
| 501 to 1,200 | First | 50 | 50 | 2 | 5 |
| Second | 50 | 100 | 6 | 7 | |
| 1,201 to 3,200 | First | 80 | 80 | 3 | 7 |
| Second | 80 | 160 | 8 | 9 | |
| 3,201 to 10,000 | First | 125 | 125 | 5 | 9 |
| Second | 125 | 250 | 12 | 13 | |
| 10,001 to 35,000 | First | 200 | 200 | 7 | 11 |
| Second | 200 | 400 | 18 | 19 |
IS 14333: Marking and Packaging Key Points
| Marking Item | Description |
|---|---|
| Manufacturer Name | e.g., "XYZ Pipes Ltd." |
| Pipe Designation | e.g., "IS 14333 PE 100, DN 110" |
| Batch Number | e.g., "Batch No. 12345" |
| BIS Mark | BIS 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.
IS 14333 - Explanatory Notes Key Points
Reference Standards & Data Sources:
Symbol & Abbreviation Clarifications:
Tables Substitution Summary:
| Original Reference | Corrected Reference |
|---|---|
| Table 1 | Table 2 |
| Table 4 | Table 7 |
This ensures correct interpretation of chemical resistance and polyethylene properties as per IS 14333.
IS 14333: Internal Pressure Creep Rupture Test Key Points
| Test Type | Temp (°C) | Min Duration (h) | Induced Stress (MPa) PE63 | PE80 | PE100 |
|---|---|---|---|---|---|
| Type Test | 80 | 165 | 3.5 | 4.6 | 5.5 |
| Acceptance Test | 80 | 48 | 3.8 | 4.9 | 5.7 |
[ 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.
IS 14333: Longitudinal Reversion Test Key Points
[ T = \frac{l_0 - l_1}{l_1} \times 100 ]
| No. of Pipes in Lot | Sample No. | Sample Size | Cumulative Sample Size | Acceptance No. | Rejection No. |
|---|---|---|---|---|---|
| Up to 150 | First | 13 | 13 | 0 | 2 |
| Second | 13 | 26 | 1 | 2 | |
| 151 to 280 | First | 20 | 20 | 0 | 3 |
| Second | 20 | 40 | 3 | 4 | |
| 281 to 500 | First | 32 | 32 | 1 | 4 |
| Second | 32 | 64 | 4 | 5 | |
| 501 to 1,200 | First | 50 | 50 | 2 | 5 |
| Second | 50 | 100 | 6 | 7 | |
| 1,201 to 3,200 | First | 80 | 80 | 3 | 7 |
| Second | 80 | 160 | 8 | 9 | |
| 3,201 to 10,000 | First | 125 | 125 | 5 | 9 |
| Second |
Key Points:
| Chemical | Conc. (%) | Temp. (°C) | Classification |
|---|---|---|---|
| Acetaldehyde (KSCA) | 40 | 20 | L NS |
| 60 | L | ||
| Acetic Acid (KSCA) | Up to 10 | 20 | 8 (special) |
| 60 | S | ||
| Acetic Acid (glacial) | >96 | 20 | S |
| 60 | L | ||
| Acetone | tg-1 | 20 | L |
| 60 | L | ||
| Aluminium chloride | All conc. | 20, 60 | S |
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.
Frequently Asked
Specified Material Grades for HDPE Pipes under IS 14333:
HDPE pipes conform to IS 7328:1992 designations:
Melt Flow Rate (MFR) requirements (Clause 1.10 & Annex A-1):
Material Grades and Strength (Clause 3.2.1, Table 1):
| Material Grade | MRS (MPa, 20℃, 50 years) | Max Hydrostatic Design Stress (MPa) at 20℃ | at 30℃ | For sewage & industrial effluent |
|---|---|---|---|---|
| PE 63 | 6.3 | 5.0 | 4.0 | 3.0 |
| PE 80 | 8.0 | 6.3 | 5.0 | 4.0 |
| PE 100 | 10.0 | 8.0 | 6.3 | 5.0 |
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IS 14333 covers High Density Polyethylene (HDPE) pipes for sewerage with the following specifications:
| Nominal Diameter DN (mm) | Outside Diameter (mm) | Tolerance (mm) | Ovality (mm) |
|---|---|---|---|
| 710 | 710.0 | +6.4 | 24.9 |
| 800 | 800.0 | +7.2 | 28.0 |
| 900 | 900.0 | +8.1 | 31.5 |
| 1000 | 1000.0 | +9.0 | 35.0 |
This standard ensures pipes suitable for sewerage applications with defined dimensional tolerances and pressure ratings.
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Minimum Required Strength (MRS) Definition and Testing as per IS 14333:
| Material Grade | MRS (MPa) at 20°C, 50 years |
|---|---|
| PE 63 | 6.3 |
| PE 80 | 8.0 |
| PE 100 | 10.0 |
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This ensures pipe durability and safety over its design life.
IS 14333: Dimensional Tolerances and Wall Thickness for Pipes
| DN (mm) | PN 2.5 Min | PN 2.5 Max | PN 10 Min | PN 10 Max |
|---|---|---|---|---|
| 63 | 2.6 | 3.0 | 9.0 | 10.1 |
| 110 | 4.4 | 5.1 | 15.8 | 17.5 |
| 250 | 10 |
According to IS 14333, HDPE pipes show varying resistance to chemicals at 20°C and 60°C, classified as:
| Chemical | Concentration | Temp (°C) | Classification |
|---|---|---|---|
| Acetic Acid | Up to 10% | 20 | S |
| Acetic Acid | Up to 10% | 60 | S |
| Acetic Acid | 10-80% | 20 | S |
| Acetic Acid | 40-80% | 60 | L |
| Acetaldehyde | 40% | 20 | L NS |
| Acrylic emulsion | Work solution | 20, 60 | S |
| Aluminium chloride | All conc. | 20, 60 | S |
For detailed chemical compatibility, consult the full table in IS 14333 Clause 2.1.
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