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IS 16474 : 2016Flood Resistant Construction - Guidelines for Non-engineered Buildings

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CurrentSpecializedGuidelinesStructural Engineering · Disaster Resilience and Retrofitting
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OverviewValues5InternationalTablesFAQ3Related

IS 16474:2016 is the Indian Standard (BIS) for flood resistant construction - guidelines for non-engineered buildings. This standard provides guidelines for planning, designing, and constructing non-engineered buildings to resist flood damage. It covers site selection, architectural features, structural components, and material choices to enhance the resilience of homes and small buildings in flood-prone areas.

Provides guidelines for flood resistant construction practices for non-engineered buildings.

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Disaster Resilience and Retrofitting
Type
Guidelines
Earlier editions
IS 16474:2017
Typically used with
IS 456IS 1905
Also on InfraLens for IS 16474
5Key values1Tables3FAQs
Practical Notes
! The concept of Design Flood Level (DFL) is central; all protective measures, especially plinth height, are determined relative to the DFL.
! The code emphasizes a 'sacrificial ground floor' or 'wet-proofing' approach for high-risk zones, allowing water to pass through while protecting the upper floors.
! Focus on robust connections between foundation, walls, and roof is critical to prevent catastrophic failure from hydrodynamic forces and buoyancy.
Frequently referenced clauses
Cl. 4Site Selection and Site DevelopmentCl. 5Architectural and Structural PlanningCl. 6Building Materials and ConstructionCl. 7Structural Design of ComponentsAnnex B - Checklist for Flood Resistant Buildings
Pulled from IS 16474:2016. Browse the full clause & table index below in Tables & Referenced Sections.
brick masonryconcretesteeltimber

International Equivalents

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Key Values5

Quick Reference Values
Recommended minimum plinth height above DFL0.3 m
High intensity flood definition (velocity)> 2 m/s
High intensity flood definition (depth)> 2 m
Maximum recommended height of opening in wall below DFL0.6 m
Low intensity flood definition (velocity)< 1 m/s

Tables & Referenced Sections

Key Tables
Table 1 - Flood Zoning and Site Selection Criteria
Key Clauses
Clause 4 - Site Selection and Site Development
Clause 5 - Architectural and Structural Planning
Clause 6 - Building Materials and Construction
Clause 7 - Structural Design of Components
Annex B - Checklist for Flood Resistant Buildings

Related Resources on InfraLens

Cross-Referenced Codes
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 1905:1987Code of Practice for Structural Safety of Bui...
→

Frequently Asked Questions3

What is the recommended plinth height?+
At least 0.3 m above the Design Flood Level (DFL) for the area (Clause 5.3.1).
What are the main strategies for flood resistance?+
Key strategies include elevation (raising the building), use of stilts, flood barriers (dry-proofing), and allowing water to pass through (wet-proofing) (Clause 5).
Can I have large openings on the ground floor in a flood-prone area?+
No, openings below the DFL should be minimized and not exceed 0.6 m in height to maintain wall integrity against water pressure (Clause 7.4.2).

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