InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel
InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel

IS 14961 : 2001Guidelines for Rain Water Harvesting in Hilly Areas by Roof Water Collection System

PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
BS EN 16941-1 · ARCSA/ASPE/ICC 805 · DIN 1989-1
CurrentSpecializedGuidelinesBIMWater Resources · Hill Area Development Engineering
PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues5InternationalTablesFAQ4Related

IS 14961:2001 is the Indian Standard (BIS) for guidelines for rain water harvesting in hilly areas by roof water collection system. This standard provides guidelines for planning, designing, and implementing roof water collection systems for rainwater harvesting in hilly areas. It covers aspects like estimating rainfall runoff from roofs, sizing of system components like gutters and tanks, and maintaining water quality for domestic use.

Guidelines for Rain Water Harvesting in Hilly Areas by Roof Water Collection System

Overview

Status
Current
Usage level
Specialized
Domain
Water Resources — Hill Area Development Engineering
Type
Guidelines
International equivalents
BS EN 16941-1:2018 · BSI (British Standards Institution) / CEN (European Committee for Standardization), UK/EuropeARCSA/ASPE/ICC 805-2022 · ARCSA/ASPE/ICC, USADIN 1989-1:2002-04 · DIN (Deutsches Institut für Normung), GermanyAS/NZS 3500.1:2021 · Standards Australia / Standards New Zealand, Australia/New Zealand
Typically used with
IS 10500IS 12701IS 4985IS 1239
Also on InfraLens for IS 14961
5Key values3Tables4FAQs

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

Practical Notes
! Ensure a robust 'first flush' mechanism is installed to divert the initial, more contaminated rainwater, which is crucial for maintaining water quality in the storage tank.
! The structural stability of the storage tank is critical, especially on sloped terrain. A proper foundation and potential retaining structures should be designed, possibly requiring geotechnical input.
! In hilly areas, local rainfall can vary significantly from regional data. It is advisable to use locally observed data or install a rain gauge for more accurate system sizing.
Frequently referenced clauses
Cl. 4System ComponentsCl. 5Design ConsiderationsCl. 6Sizing of Rainwater Harvesting SystemCl. 8Water Quality and Treatment
Pulled from IS 14961:2001. Browse the full clause & table index below in Tables & Referenced Sections.
pvc pipesstorage tanksroofing materialsfiltersgutters

International Equivalents

Similar International Standards
BS EN 16941-1:2018BSI (British Standards Institution) / CEN (European Committee for Standardization), UK/Europe
HighCurrent
On-site non-potable water systems - Part 1: Systems for the use of rainwater
Covers design, installation, and maintenance of rainwater harvesting systems, but focuses strictly on non-potable uses.
ARCSA/ASPE/ICC 805-2022ARCSA/ASPE/ICC, USA
HighCurrent
Rainwater Harvesting System Design and Installation
Comprehensive standard for design and installation of RWH systems for both potable and non-potable applications.
DIN 1989-1:2002-04DIN (Deutsches Institut für Normung), Germany
HighCurrent
Rainwater harvesting systems - Part 1: Planning, installation, operation and maintenance
Provides detailed technical requirements for planning and installing RWH systems, primarily for non-potable use.
AS/NZS 3500.1:2021Standards Australia / Standards New Zealand, Australia/New Zealand
MediumCurrent
Plumbing and drainage - Part 1: Water services
Integrates requirements for rainwater harvesting systems within the broader national plumbing and water services code.
Key Differences
≠The IS code is intended for providing water for domestic needs including drinking (with basic treatment) in water-scarce hilly areas, whereas most international equivalents (e.g., BS EN 16941-1) are explicitly for non-potable uses like toilet flushing and irrigation, requiring separate compliance with drinking water laws for potable use.
≠IS 14961 is unique in its focus on 'hilly areas,' providing context-specific guidance on topography, material availability (e.g., using bamboo for pipes), and community-based systems that is absent in geographically neutral international standards.
≠Water treatment requirements in the IS code are basic, suggesting simple sand/gravel filters and boiling. In contrast, standards like ARCSA/ASPE/ICC 805 mandate a much more rigorous, multi-barrier approach for potable water, often requiring certified components like sub-micron filters and UV disinfection.
≠International standards like BS EN 16941-1 mandate specific backflow prevention measures, such as a Type AA or AB air gap for mains water top-up, to protect the public supply. IS 14961 lacks this level of detailed prescription for preventing cross-contamination.
Key Similarities
≈All standards identify the same core system components: a catchment surface (roof), conveyance (gutters, downpipes), a filtration mechanism, a storage tank, and a water extraction point.
≈The principle of diverting the initial, most contaminated portion of rainfall (the 'first flush') is a fundamental concept shared by IS 14961 and all its international counterparts to improve stored water quality.
≈All standards utilize runoff coefficients, which vary based on the roofing material (e.g., tile, metal, concrete), to estimate the volume of water that can be effectively collected from a given amount of rainfall.
≈There is a common emphasis across all standards on the critical importance of regular inspection and maintenance of all system components to ensure both water quality and system functionality over time.
Parameter Comparison
ParameterIS ValueInternationalSource
First Flush Diversion CriteriaQualitative: Recommends diverting first 10-20 minutes of rain, often interpreted as 0.5-1.0 mm of rainfall.Quantitative: Recommends diverting 0.02 gallons per sq. ft. of catchment area (approx. 0.8 L/m² or 0.8 mm of rainfall).ARCSA/ASPE/ICC 805-2022
Runoff Coefficient (Smooth Tile Roof)0.8 - 0.90.9 (for pitched tiled roofs)BS EN 16941-1:2018
Runoff Coefficient (Metal Sheet Roof)0.7 - 0.9 (for GI Sheets)0.9 - 0.95ARCSA/ASPE/ICC 805-2022
Water Requirement for Sizing (Potable)Prescriptive: 10 litres per capita per day (lpcd) for drinking & cooking.Performance-based: Designer to determine demand based on intended use and local occupancy data; no prescribed value.ARCSA/ASPE/ICC 805-2022
Tank Inlet DesignInlet pipe above maximum water level, fitted with a screen.Specifies a 'calmed inlet' to deliver water to the bottom of the tank without disturbing sediment.DIN 1989-1:2002-04
Mains Water Top-up SafetyNot explicitly detailed.Mandates a physical air gap (Type AA or AB per EN 1717) to prevent backflow into the public water supply.BS EN 16941-1:2018
Tank Overflow Mesh SizeRecommends wire mesh to prevent mosquito entry.Specifies corrosion-resistant screen with openings no larger than 1/16 inch (1.6 mm).ARCSA/ASPE/ICC 805-2022
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
Runoff coefficient for corrugated metal sheets0.80 - 0.90
Runoff coefficient for tiles0.75 - 0.85
Recommended minimum water allowance for drinking & cooking10 litres per capita per day (lpcd)
Recommended quantity for first flush0.5 to 1.0 mm of rainfall
Minimum diameter for downpipe75 mm
Key Formulas
V = A x R x C — Volume of Runoff (V) = Roof Area (A) x Rainfall (R) x Runoff Coefficient (C)

Tables & Referenced Sections

Key Tables
Table 1 - Average Annual Rainfall in Hilly Regions of India
Annex A - Runoff Coefficients for Various Roof Surfaces
Annex B - Computation of Storage Capacity of a Tank
Key Clauses
Clause 4 - System Components
Clause 5 - Design Considerations
Clause 6 - Sizing of Rainwater Harvesting System
Clause 8 - Water Quality and Treatment

Related Resources on InfraLens

Cross-Referenced Codes
IS 10500:2012Drinking water specification (second revision...
→
IS 12701:1996rotational moulded polyethene water storage t...
→
IS 4985:2021Unplasticized PVC (uPVC) pipes for potable wa...
→
IS 1239:2004Mild steel tubes, tubulars and other wrought ...
→

Frequently Asked Questions4

What is the main formula to calculate how much water can be harvested?+
The volume of harvested water is calculated as: Roof Area × Rainfall × Runoff Coefficient (Clause 6.2).
What is a typical runoff coefficient for a metal roof?+
The runoff coefficient for a corrugated metal sheet roof is typically between 0.80 and 0.90 (Annex A).
How much water should be allocated per person for drinking and cooking when designing the system?+
A minimum of 10 litres per capita per day (lpcd) is recommended for drinking and cooking purposes (Clause 5.4).
What is the purpose of a first flush system?+
To divert the initial rainwater that washes away dust, leaves, and bird droppings from the roof, thus preventing contamination of the stored water (Clause 4.5).

QA/QC Inspection Templates

📋
QA/QC templates coming soon for this code.
Browse all 300 templates →