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IS 13592 : 1992Unplasticized PVC (uPVC) Pipes for Non-Pressure Drainage and Sewerage Systems

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EN 1401-1 · ISO 4435 · ASTM D3034 - 18
CurrentFrequently UsedSpecificationBIMMEP · Drainage, Sewerage and Sanitary Fittings
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OverviewValues6InternationalEngineer's NotesTablesFAQ4Related

IS 13592:1992 is the Indian Standard (BIS) for unplasticized pvc (upvc) pipes for non-pressure drainage and sewerage systems. This standard lays down the specifications for unplasticized PVC (uPVC) pipes intended for non-pressure drainage and sewerage systems. It categorizes pipes into Type A (for rainwater and ventilation) and Type B (for soil and waste discharge), defining their material composition, dimensions, and performance requirements such as heat resistance and impact strength. The code ensures quality and interchangeability for pipes used in building and civil drainage infrastructure.

Specifies requirements for unplasticized PVC pipes and fittings for non-pressure drainage and sewerage applications.

Overview

Status
Current
Usage level
Frequently Used
Domain
MEP — Drainage, Sewerage and Sanitary Fittings
Type
Specification
Amendments
Amendment 1 (May 1995); Amendment 2 (June 1998); Amendment 3 (April 2002); Amendment 4 (April 2005)…
International equivalents
EN 1401-1:2019 · CEN (European Committee for Standardization), EuropeISO 4435:2003 · ISO (International Organization for Standardization), InternationalASTM D3034 - 18 · ASTM International, USAEN 1329-1:2014 · CEN (European Committee for Standardization), Europe
Typically used with
IS 5IS 10148IS 10151IS 13593
Also on InfraLens for IS 13592
6Key values4Tables4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! Crucially distinguish between Type A and Type B pipes. Type B pipes have thicker walls and are mandatory for soil and waste lines, while the thinner-walled Type A is only for rainwater or ventilation.
! Pipes should be stored away from direct sunlight to prevent UV degradation and loss of ductility over time.
! Proper jointing using solvent cement or rubber rings as per manufacturer recommendations is critical to ensure a leak-proof system.
Frequently referenced clauses
Cl. 4MaterialCl. 5DimensionsCl. 7Performance RequirementsCl. 9Marking
Pulled from IS 13592:1992. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments5 amendments
Amendment 1 (May 1995)
Amendment 2 (June 1998)
Amendment 3 (April 2002)
Amendment 4 (April 2005)
Amendment 5 (January 2006)
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
uPVCplasticpolymer

Engineer's Notes

In Practice — Editorial Commentary
When IS 13592 is your governing code

IS 13592 (1992) specifies Unplasticized Polyvinyl Chloride (uPVC) Pipes for Non-Pressure Drainage and Sewerage Systems. The cost-effective + corrosion-resistant alternative to traditional cast iron / concrete / DI for gravity sewerage + drainage.

Use when: building drainage, sewerage networks, storm-water, agricultural drainage, low-pressure water supply (less common).

uPVC pipe specifications

Material: Unplasticized PVC (rigid plastic; not flexible) per IS 13592 - Color: typically white or grey - Length: standard 3-6 m sections - Wall thickness: per pressure rating + size

Sizes: 40-630 mm OD typical for sewerage

Pressure ratings: Not high-pressure; for gravity flow primarily

Advantages: - Lightweight (1/5 of cast iron) - Corrosion-resistant - Smooth interior (low friction) - Easy installation - Lower cost than DI / cast iron - 50+ year service life

Disadvantages: - Lower pressure capacity - Not for pressure pipelines (use IS 4985 PVC pressure pipe) - UV degradation if exposed - Brittle at very low temperatures - Joint integrity dependent on installation

Installation: - Trench width: pipe OD + 200-300 mm - Bedding: 100 mm sand - Slope: per design (1:200 minimum for sewerage) - Joints: solvent cement or rubber gasket - Backfill: compacted layers

Reference values

Common sizes: - 110 mm (4 inch): drains, soil pipes - 160 mm (6 inch): branch sewers - 200 mm (8 inch): main sewers - 300+ mm: large sewer mains

Joint types: - Solvent cement: cementing pipe + fitting - Push-on (rubber gasket): for larger sizes - Threaded: for connections to fixtures

Slope (gravity flow): - Minimum 1:200 for sewerage (per CPHEEO) - 1:100 preferred for self-cleaning - Max slope 1:50 (to avoid scour)

Quality acceptance: - Sample testing per IS 13592 - Pressure test for pressure applications - Hydraulic / smoke test for sewer leaks - Visual inspection of joints

Service life: - 50-100 years (depending on exposure + usage) - Buried + protected: longer - Exposed: UV degradation; typically 20-30 years

Companion codes
  • IS 4985 — uPVC Pressure Pipes.
  • IS 7634 — Solvent Cement.
  • IS 12288:1987 — DI Pipes (alternative for higher-pressure).
  • IS 12701 — Rotational Moulded Polyethylene Tanks.
  • IS 458:2003 — RCC Pressure Pipes.
  • CPHEEO Manual on Sewerage + Sewage Treatment.
  • AWWA C900 — PVC Pressure Pipes.
  • ISO 4422 — PVC Pipes for Water Supply.
  • ASTM D 3034 — PSM Sewer Pipe.
Common pitfalls

1. Solvent cement applied wet → joint failure. 2. Sun exposure for too long → UV degradation. 3. Heavy vehicle traffic above shallow pipe → cracking. 4. Wrong slope → no flow / scour. 5. Joints not tested → leaks emerge in service. 6. uPVC for pressure → use pressure-rated PVC instead. 7. Inadequate bedding → pipe distortion. 8. Compaction too high → pipe collapse.

Lifecycle

1. Design per CPHEEO + IS 13592. 2. Procurement: certified pipes + fittings. 3. Trench + bedding preparation. 4. Pipe laying + joint making. 5. Pressure / leak test. 6. Backfill + compaction. 7. Commissioning. 8. Annual visual + flow inspection. 9. Long service life with proper installation.

IS 13592 is the uPVC drainage pipe reference for India's building drainage + sewerage — widely used in urban + suburban areas.

International Equivalents

Similar International Standards
EN 1401-1:2019CEN (European Committee for Standardization), Europe
HighCurrent
Plastics piping systems for non-pressure underground drainage and sewerage - Unplasticized poly(vinyl chloride) (PVC-U) - Part 1: Specifications for pipes, fittings and the system
Specifies requirements for solid wall PVC-U pipes for buried non-pressure drainage and sewerage, a key part of the IS 13592 scope.
ISO 4435:2003ISO (International Organization for Standardization), International
HighCurrent
Plastics piping systems for non-pressure underground drainage and sewerage — Unplasticized poly(vinyl chloride) (PVC-U)
The primary international standard for the same application: buried non-pressure PVC-U drainage and sewer pipes.
ASTM D3034 - 18ASTM International, USA
MediumCurrent
Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings
Covers PVC sewer pipes, but uses different dimensional systems (Iron Pipe Size, IPS) and stiffness criteria.
EN 1329-1:2014CEN (European Committee for Standardization), Europe
MediumCurrent
Plastics piping systems for soil and waste discharge (low and high temperature) within the building structure - Unplasticized poly(vinyl chloride) (PVC-U) - Part 1: Specifications for pipes, fittings and the system
Corresponds to the 'above-ground' application part of IS 13592, specifically for use inside buildings.
Key Differences
≠IS 13592 classifies pipes as Type A (for above-ground) and Type B (for buried), with wall thickness specified for each diameter. In contrast, EN 1401-1 uses Standard Dimension Ratio (SDR) which links outside diameter to wall thickness and relates directly to a pipe's stiffness class (e.g., SDR 41 corresponds to SN4).
≠IS 13592 specifies a default pipe color of 'dark shade of grey'. EN 1401-1 for buried systems typically specifies an orange-brown (terracotta, RAL 8023) color for easy identification during excavation.
≠The impact strength test methodology differs. IS 13592 specifies a 'round-the-clock' method requiring a True Impact Rate (TIR) of ≤ 10%. EN 1401-1 (referencing EN ISO 3127) also uses this or a staircase method, but the acceptance criteria are based on a specific number of non-failures at a given impact energy rather than a TIR percentage.
≠While IS 13592:1992 does not explicitly restrict heavy metal stabilizers, modern European standards like EN 1401-1 are produced under regulations (like REACH) that heavily restrict or ban the use of lead-based stabilizers, promoting calcium-zinc alternatives.
Key Similarities
≈All standards cover pipes made from the same base material: unplasticized polyvinyl chloride (PVC-U), intended for non-pressure drainage and sewerage applications.
≈There is a strong alignment on the required Vicat Softening Temperature (VST). Both IS 13592 and EN 1401-1 specify a minimum VST of 79°C, ensuring similar thermal stability.
≈The requirement for the longitudinal reversion test is identical. Both IS 13592 and EN 1401-1 specify a maximum reversion of 5% when tested for a specified time at 150°C, ensuring control over internal stresses from manufacturing.
≈The concept of classifying buried pipes based on nominal ring stiffness is a shared principle. IS 13592 specifies stiffness classes (e.g., SN4, SN8) which directly correspond to the same classes in EN 1401-1, indicating a common engineering approach to pipe performance.
Parameter Comparison
ParameterIS ValueInternationalSource
Vicat Softening Temperature (VST)≥ 79 °C≥ 79 °CEN 1401-1:2019
Longitudinal Reversion (at 150°C)≤ 5 %≤ 5 %EN 1401-1:2019
Ring Stiffness Classes (for buried pipes)SN2, SN4, SN8 (in kN/m²)SN2, SN4, SN8, SN16 (in kN/m²)EN 1401-1:2019
Pipe Color (Typical)Dark greyOrange-brown (for underground)EN 1401-1:2019
Impact Strength Requirement (at 0°C)True Impact Rate (TIR) ≤ 10%Defined H50 value or pass/fail based on a set number of strikes at a given energyEN 1401-1:2019
Resistance to Dichloromethane (DCM)No attack when tested at 15°C for 30 minNo attack when tested at 15°C for 30 minEN 1401-1:2019
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Minimum Vicat Softening Temperature79 °C
Maximum Longitudinal Reversion5 %
Maximum Light Transmission (Opacity)0.2 %
Maximum True Impact Rate (TIR) at 0°C10 %
Standard Pipe Length4 m or 6 m
Colour of PipeGrey (IS 5 Shade 631 or 632)

Tables & Referenced Sections

Key Tables
Table 1 - Dimensions of Type A Pipes
Table 2 - Dimensions of Type B Pipes
Table 3 - Requirements for Vicat Softening Temperature
Table 4 - Impact Strength at 0°C
Key Clauses
Clause 4 - Material
Clause 5 - Dimensions
Clause 7 - Performance Requirements
Clause 9 - Marking

Related Resources on InfraLens

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IS 10151:1982Methods of Test for Sealants for Joints in Ci...
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IS 13593:1992UPVC pipe fittings to be used with the UPVC p...
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Frequently Asked Questions4

What is the main difference between Type A and Type B pipes?+
Type A pipes have a thinner wall and are for rainwater and ventilation. Type B pipes have a thicker wall and are for carrying soil and waste discharge (Tables 1 & 2).
Can these uPVC pipes be used for hot water drainage?+
They can handle intermittent discharge of hot water as they have a minimum Vicat Softening Temperature of 79°C. However, they are not designed for continuous hot water flow (Clause 7.1).
What colour should these drainage pipes be?+
The specified colour is grey, with the shade corresponding to No. 631 or 632 of IS 5 (Clause 6.2).
Are these pipes suitable for underground applications?+
Yes, Type B pipes are suitable for underground installation for carrying domestic sewerage and waste, provided proper bedding and backfilling procedures are followed.

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