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IS 4967 : 1968Recommendations for seismic instrumentation for river valley projects

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ICOLD Bulletin 122 · USACE EM 1110-2 · CDA Dam Safety Guidelines: 2013 (rev. 2021)
CurrentSpecializedGuidelinesWater Resources · Earthquake Engineering
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OverviewValues3InternationalTablesFAQ3Related

IS 4967:1968 is the Indian Standard (BIS) for recommendations for seismic instrumentation for river valley projects. This standard provides guidelines for the selection, location, installation, and maintenance of seismic instruments in river valley projects, particularly large dams. It ensures that ground motion and structural response during earthquakes are accurately recorded for safety evaluation and future design improvements.

Recommendations for seismic instrumentation for river valley projects

Overview

Status
Current
Usage level
Specialized
Domain
Water Resources — Earthquake Engineering
Type
Guidelines
International equivalents
ICOLD Bulletin 122:2002 · International Commission on Large Dams (ICOLD), FranceUSACE EM 1110-2-4300:2021 · U.S. Army Corps of Engineers, USACDA Dam Safety Guidelines: 2013 (rev. 2021) · Canadian Dam Association (CDA), CanadaNZSOLD Dam Safety Guidelines 2015 · New Zealand Society on Large Dams (NZSOLD), New Zealand
Typically used with
IS 1893
Also on InfraLens for IS 4967
3Key values3FAQs
Practical Notes
! Instruments must be planned during the design phase so that necessary niches, galleries, and embedded conduits are provided during construction.
! The base accelerograph should be installed directly on sound bedrock to capture the true input ground motion without structural interference.
! Regular maintenance and battery checks are critical, as these instruments may sit dormant for years but must function flawlessly during an unpredictable seismic event.
Frequently referenced clauses
Cl. 3Types of InstrumentsCl. 4Location of InstrumentsCl. 5InstallationCl. 6Maintenance and Upkeep
Pulled from IS 4967:1968. Browse the full clause & table index below in Tables & Referenced Sections.
concretemasonryearthrockfill

International Equivalents

Similar International Standards
ICOLD Bulletin 122:2002International Commission on Large Dams (ICOLD), France
HighCurrent
Seismic Monitoring of Dams
Directly addresses the selection, placement, and objectives of seismic instrumentation for dams, serving as a modern replacement for IS 4967's intent.
USACE EM 1110-2-4300:2021U.S. Army Corps of Engineers, USA
MediumCurrent
Instrumentation of Concrete and Earth and Rock-Fill Dams
Covers all dam instrumentation, with a comprehensive chapter on modern seismic monitoring systems, technology, and data use.
CDA Dam Safety Guidelines: 2013 (rev. 2021)Canadian Dam Association (CDA), Canada
MediumCurrent
Dam Safety Guidelines
Integrates seismic instrumentation requirements into a broader, risk-based dam safety framework for surveillance and performance evaluation.
NZSOLD Dam Safety Guidelines 2015New Zealand Society on Large Dams (NZSOLD), New Zealand
MediumCurrent
New Zealand Dam Safety Guidelines
Provides a modern, risk-based approach to dam safety, including specific guidance on seismic monitoring and post-earthquake assessment.
Key Differences
≠Technology: IS 4967 describes analog instruments like mechanical-optical accelerographs (using photographic film) and seismoscopes. Modern standards (ICOLD, USACE) exclusively specify digital accelerographs with GPS time synchronization, remote access, and pre-event memory.
≠Data Objective: IS 4967's primary goal was data collection for future research and code improvement. Modern standards emphasize using real-time or near-real-time data for rapid post-earthquake structural safety assessment, emergency action planning, and model calibration for structural health monitoring.
≠Instrumentation Layout Philosophy: IS 4967 provides prescriptive, minimal location requirements (e.g., base, crest). Modern standards like ICOLD Bulletin 122 advocate for a more comprehensive array designed to capture key dynamic response modes (translational, torsional, rocking) for system identification.
≠Triggering Mechanism: The Indian standard suggests a fixed trigger threshold (e.g., 0.01g). Modern digital systems use much more sensitive, often multi-level, site-specific triggers and a pre-event memory buffer to capture the full waveform, including the initial P-wave arrival.
Key Similarities
≈Core Objective: Both IS 4967 and modern international standards share the fundamental purpose of recording strong ground motion and the corresponding response of dam structures during seismic events.
≈Fundamental Instrument Locations: The basic triad of instrument placement — at the base (input motion), on the crest (amplified response), and in the free-field (unaffected ground motion) — is a common principle across all standards.
≈Application Scope: All standards are intended for application to major river valley projects, focusing primarily on large concrete and embankment dams and associated critical structures like powerhouses.
≈Seismicity Consideration: Both the 1968 code and current standards recognize that the number and complexity of the instrumentation scheme should be scaled according to the seismic hazard level of the project site.
Parameter Comparison
ParameterIS ValueInternationalSource
Primary Instrument TypeStrong Motion Accelerograph (Analog, on film), SeismoscopeDigital Strong Motion Accelerograph with tri-axial sensors and networkingICOLD Bulletin 122:2002
Recording MediumPhotographic film, smoked glassSolid-state digital memory with telemetry optionsUSACE EM 1110-2-4300:2021
Typical Trigger Threshold0.01g (10 Gal)0.001g - 0.005g (Site-specific, with pre-event memory)USACE EM 1110-2-4300:2021
Time SynchronizationNot specified; internal timing marksGPS synchronization to microsecond accuracy across the networkICOLD Bulletin 122:2002
Minimum Instruments (Large Concrete Dam)One at top, one in foundation gallery, one in free-field.Minimum array of 5+ instruments to define structural modes (crest, mid-height, galleries, abutments, free-field).ICOLD Bulletin 122:2002
Free-Field Instrument LocationAt a distance of about two to three times the height of the dam.At least 3 times the structure height, on representative foundation material, away from topographic effects.USACE EM 1110-2-4300:2021
Post-Earthquake Data UseCollection and processing of records for study.Automated retrieval and processing for immediate structural safety assessment.CDA Dam Safety Guidelines: 2013
⚠ Verify details from original standards before use

Key Values3

Quick Reference Values
recommended accelerographs concrete damMinimum 3 (Base, Mid-height, Crest)
recommended accelerographs earth damMinimum 3 (Foundation, Berm, Crest)
target dam height for instrumentationTypically > 100m or situated in active seismic zones

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 3 - Types of Instruments
Clause 4 - Location of Instruments
Clause 5 - Installation
Clause 6 - Maintenance and Upkeep

Related Resources on InfraLens

Cross-Referenced Codes
IS 1893:2016Criteria for Earthquake Resistant Design of S...
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Frequently Asked Questions3

What is the purpose of seismic instrumentation in dams?+
To record the actual ground motion and the dynamic response of the dam during an earthquake, aiding in post-earthquake safety evaluation.
What are the main instruments recommended by this code?+
Strong motion accelerographs, seismographs (for micro-tremor studies), and structural response recorders.
Where should accelerographs be placed on a concrete gravity dam?+
Typically at the foundation (bedrock), at an intermediate gallery (mid-height), and at the top (crest) to measure amplification.

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