Predicting Seismic Vulnerable Zones using GIS. Outline of the presentation. Objectives. Risk Mapping Overview Factor Maps. Three levels of Zonation



Similar documents
Chincha and Cañete, Peru, Based

SEISMIC ANALYSIS AND RETROFITTING OF R.C.C STRUCTURE

Date, Time and Place: Presented by: Presented to: 22 August 2013, 0900 hrs, Pier 1 The Embarcadero, San Francisco

Seismic Risk Prioritization of RC Public Buildings

Structural Audit of Buildings

MINISTRY OF EDUCATION SCHOOL STANDARDS

Miss S. S. Nibhorkar 1 1 M. E (Structure) Scholar,

HOUSE BUILDING DIGEST

Earthquake Resistant Design and Risk Reduction. 2nd Edition

Siting and settlement: The most important way to protect shelter from floods is to build in a place that is unlikely to be flooded.

3. Observed Damage in Railway Viaducts

Assessment. Ian Uglow Technical Director, SLR Consulting 7 th October 2010

Chapter. Earthquake Damage: Types, Process, Categories

After reading this lesson you will be able to: 12.3 IMPORTANCE OF ROOF 12.4 TYPES OF ROOF IN A HOUSE

Vanishing Lid Trays Construction Methods with Tile or Masonry

CONDITION ASSESSMENT OF BUILDINGS FOR REPAIR AND UPGRADING

Capturing building inventory data for earthquake risk assessment: The GEM perspective. Risk Global Component Inventory Data Capture Tools

EFFECT OF POSITIONING OF RC SHEAR WALLS OF DIFFERENT SHAPES ON SEISMIC PERFORMANCE OF BUILDING RESTING ON SLOPING GROUND

Property Inspection. 83A Ascot Avenue North New Brighton Christchurch STRUCTURAL REPORT

SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM

Chapter 3 Pre-Installation, Foundations and Piers

STRUCTURAL ASSESSMENT REPORT BOLINAS MARINE STATION - BOLINAS, CALIFORNIA

KHATRI STRUCTURAL AND CIVIL ENGINEERS

DISASTER RESISTANCE EARTHQUAKES AND STRUCTURES

Retrofitting of Existing RCC Buildings by Method of Jacketing

INDIVIDUAL COURSE DETAILS

4.6 GEOLOGIC AND SEISMIC HAZARDS

NATIONAL DISASTER MANAGEMENT GUIDELINES SEISMIC RETROFITTING OF DEFICIENT BUILDINGS AND STRUCTURES

Role of GIS for Flood Risk Assessment in Muzaffarabad City, Kashmir, Pakistan

WP 7: Build prototype software

Database Development for Earthquake Risk Assessment. Muhammad Murad Billah Senior GIS Coordinator

Contents. Specific and total risk. Definition of risk. How to express risk? Multi-hazard Risk Assessment. Risk types

3D Model of the City Using LiDAR and Visualization of Flood in Three-Dimension

6 RETROFITTING POST & PIER HOUSES

BRIDGES ARE relatively expensive but often are

Prepared For San Francisco Community College District 33 Gough Street San Francisco, California Prepared By

MULTI HAZARD RESISTANT NEW CONSTRUCTION OR RECONSTRUCTION OF. (Bihar in particular and India in general)

STRUCTURES Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.

Keynote 2: What is Landslide Hazard? Inventory Maps, Uncertainty, and an Approach to Meeting Insurance Industry Needs

A study on the Effect of Distorted Sampler Shoe on Standard Penetration Test Result in Cohesionless soil

Advanced Retrofitting Methods and Techniques for RC Building: State of an Art

Bangladesh Earthquake Risk Mitigation Program May 23, 2012

Preliminary damage survey report on 2015 Nepal Gorkha Earthquake

Earthquake damage in wastewater systems and postearthquake repair methods; limitation and practice

Chapter 7 Earthquake Hazards Practice Exam and Study Guide

FOUNDATION TECHNICAL CATEGORY 3 (TC3) AUGUST 2012

FOURTH GRADE EARTHQUAKES 1 WEEK LESSON PLANS AND ACTIVITIES

Comparison of Seismic Retrofitting Methods for Existing Foundations in Seismological Active Regions

POST-EVENT DATA COLLECTION USING MOBILE GIS/GPS AND DEVELOPMENT OF SEISMIC EVALUATION TECHNIQUE FOR DAMAGE

Foundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training

Elevating Your House. Introduction CHAPTER 5

Industrial Suburban District Regulations City of St. Petersburg City Code Chapter 16, Land Development Regulations

M.S. in Civil Engineering

General Approach. Structure Components. Is all lumber the same? Lumber Grades. Rafters Girders / Beams Columns. Sketch general structural layout

SEISMIC RETROFITTING OF STRUCTURES

Geotechnical Investigation using Standard Penetration Test (SPT) in Rangamati, Bandarban and Khagrachari Towns

Geotechnical Investigation Reports and Foundation Recommendations - Scope for Improvement - Examples

A Preliminary Report The May 19, 2011 Simav, Turkey Earthquake

Application of Space Technology for Disaster monitoring and assessment current state in Vietnam

COST-EFFECTIVE RETROFITTING MEASURES FOR KASHMIR VALLEY

COSMOS 2012: Earthquakes in Action COSMOS 2012

Commercial Building Valuation Report

Materials and Colors

How To Repair A House After An Earthquake

Important Points: Timing: Timing Evaluation Methodology Example Immediate First announcement of building damage

Natural Hazard Risk Assessment in the Australasian Region: Informing Disaster Risk Reduction and Building Community Resilience.

Saint Cloud Business Center

Earthquakes. Earthquakes: Big Ideas. Earthquakes

Sisal Composite Ltd. Apparel 4 Ltd. JM Knit Ltd. Natun Para, Hemayetpur, Savar, Dhaka-1340 ( N, E)

Investigation of Foundation Failure. Step 1 - Data Collection. Investigation Steps

Plan Plus Volume 1 No ( )

SEISMIC RETROFITTING STRATEGIES FOR BRIDGES IN MODERATE EARTHQUAKE REGIONS

PROHITECH WP3 (Leader A. IBEN BRAHIM) A short Note on the Seismic Hazard in Israel

ASSESSMENT OF SHEAR WAVE VELOCITY FROM INDIRECT INSITU TESTS

II. Earth Science (Geology) Section (9/18/2013)

Strong earthquakes in seismic regions are inevitable! Build your house safely to avoid future disaster!

ASSESSMENT AND RETROFITTING OF EXISTING RC BUILDINGS IN VIETNAM IN TERMS OF EARTHQUAKE RESISTANCES

Part 4: Seismic hazard assessment

TERMS OF REFERENCE OF CONSULTANT- GIS AND VULNERABILITY ANALYSIS & RISK ASSESSMENT

ISTANBUL EARTHQUAKE RISK AND MITIGATION STUDIES

Using Remotely Sensed Data From ASTER to Look Impact of Recent Earth Quakes in Gujarat, India.

Floods August 2005 in Switzerland. Armin Petrascheck Federal office for water and geology

GEOTECHNICAL ISSUES OF LANDSLIDES CHARACTERISTICS MECHANISMS PREPARDNESS: BEFORE, DURING AND AFTER A LANDSLIDE QUESTIONS FOR DISCUSSIONS

Quick impact of protecting, strengthening and repairing, and consequences of fire damaged structure - Hotel Union, Prishtina, Kosovo

City of Surrey PLANNING & DEVELOPMENT REPORT File:

Geotechnical Investigation Test Report

Steve Brinkman Alain Pinel Realtors 167 S San Antonio Road Los Altos, CA RE: Foundation Inspection for 162 Del Monte Ave. Los Altos, CA 94022

REPORT. Earthquake Commission. Christchurch Earthquake Recovery Geotechnical Factual Report Merivale

Simple Survey Procedures for Seismic Risk Assessment In Urban Building Stocks

Development of Rural Drinking Water Security Plan A Case Study from Raipur Block, Bhilwara District, Rajasthan

Anirudhan I.V. Geotechnical Solutions, Chennai

ENGINEERED FOUNDATIONS. Department of Public Works Jeff Hill, PE

Between a Subduction Zone and a Hard Spot!

English Heritage Methodology and Guidance for Surveying Listed Buildings

November 20, Heather Sustersic Dear Professor Sustersic,

Seismic Isolated Hospital Design Practice in Turkey: Erzurum Medical Campus

Article 5: Building Regulations

Request for Expression of Interest (REoI)

L_All_Vocatinal_Ed_Construction. Sector: Construction. Sr. No Specialisation Page No 1 Construction and Building Technology 02.

Transcription:

Predicting Seismic Vulnerable Zones using GIS by K.S.A. Dinesh Kumar Research Scholar, Anna University & Lecturer in Civil Engineering Dept. National Institute of Technical Teachers Training & Research (NITTTR), Chennai 600 113. Dr. E.S.M. Suresh Asst. Professor of EMC NITTTR, Chennai. Dr. S.S. Ramakrishnan Professor, Institute of Remote Sensing Anna University, Chennai. Outline of the presentation Introduction Objectives Methodology Maps Conclusion 1 2 Introduction Rapid Urbanization & Rapid spread of modern life style, it appears that Earthquake disaster is becoming more complicated. In recent decades earthquakes with magnitude of 5 & 6 has occurred in southern India which forced to study of peninsular seismic vulnerable zones in detail. Chennai urban is growing very rapidly. The most buildings are not meeting codal requirements on seismic resistance. Necessary to analyse the earthquake vulnerable zones at Chennai city. Objectives To identify vulnerable zone of Chennai city To analyse various parameters for stability of structures against Earthquake To develop micro level planning for earthquake To develop Vulnerability Sensitivity Index To prepare guide line document for new proposed structures & existing structures against stability GIS is a powerful tool for the assessment of risk and management of Natural Hazards 3 4 Risk Mapping Overview Factor Maps Hazard Maps Multiple Hazard Maps Vulnerability Analysis of Buildings Risk to the Buildings & and physical layout Vulnerability analysis of Infrastructure Maps other elements in the physical layout Three levels of Zonation Grade 1: General Zonation (1:50,000 to 1: 10,00,000) (Ref: Report of Technical Committee on Earthquake Geotechnical Engg., of the International Society of Soil Mechanics and Foundation Engg.) Input Existing Body of multisource Information (historic documents, published reports at other available data) Catalogues of instrumentally monitored earthquakes Human Habitat & Infrastructure at risk Existing geological & geomorphological maps Feed back from actual studies Combined Risk Base Maps Socio-economic elements at Risk 5 Site Investigation reports of major construction projects 6 Source: UNDRO Manual

Output The first level map Reliability Depends on the quality of the input information Grade 2: Detailed Zonation (1:10,000 to 1: 1,00,000) Input Mobilization of additional data to fill in information gaps in the general zonation (first level) exercise. This would require study of satellite imageries, air photos, and some additional ground mapping. Micro tremor studies for subsurface details and ground amplification 7 8 Grade 3: Rigorous Zonation Outputs Detailed map Reliability Reasonable (1:5,000 to 1: 25,000) Input Additional site investigation data Seismic ground response analyses Liquefaction hazard mapping Slope instability behaviour. 9 10 Outputs Rigorous map Present Status of Chennai City Reliability The Highest 11 Source: CDMM Seismic Microzonation, 2003 12

Growth of Population in Chennai City, 1951 1951 1961 1981 1991 City Population in lakhs 14.27 17.49 24.69 32.85 38.43 43.44 Area in Sq.km. 128.83 128.83 128.83 176 176 176 Annual Rate of growth of population *(in percent) Population density per Hect. -0.11 111 2.06 136 3.51 192-0.27 187 1.58 218 1.23 247 *Note: Arrived for a unit area for the purpose of comparison since the city extent varied over time. The figures given are for the decade ended with that year. 13 14 Year 1961 Migration to Chennai City, 1961-09 (in Lakhs) Populati- -on 17.29 24.69 Other parts of Tamil Nadu No. 4.47 5.51 % 69.45 70.61 migrants to the city from Other parts of India (Excluding Tamil Nadu) No. 1.71 2.00 % 26.2 25.63 Other Countries No. 0.25 0.29 % 3.90 3.76 Unclassifiable migrants 6.44 7.80 % of Migran ts to the total populat ion 37.24 31.59 1981 32.84 7.19 71.28 2.55 25.31 0.34 3.41 10.08 1991 38.43 6.44 70.51 2.42 26.47 0.28 3.01 0.04 9.18 43.44. 6.98 74.49 2.23 23.80 0.16 1.71 9.37 Source: Census of India, 1961, & 1981, 1991 Social and Cultural Table 30.70 23.90 21.57 15 16 Chennai City Average Annual Rate of Change of Population - 01 Sl. No. 1 2 Projected Population for CMA & Chennai City (in Lakhs) Description CMA Chennai City Actual 70.41 43.44 2006 78.96 46.28 2011 88.71 49.50 Projection 2016 99.66 52.39 2021 111.97 55.40 2026 125.82 58.56 17 18

19 20 Fig: 2.1.6 Zone Zone V Zone IV Zone III Zone II Magnitude Very High Risk Quakes of Magnitude 8 and greater High Risk Quakes upto Magnitude 7.9 Moderate Risk Quakes upto Magnitude 6.9 Seismic Disturbances upto Magnitude 4.9 Source: IS 1893 (Part 1) : 2002 (BIS) 21 22 Seismicity Of Chennai Recent tremors occurred in Chennai 26 th Dec, 2004 Sumatra earthquake 28 th Jun, 2008 Andaman Nicobar earthquake 13 th Aug, 2009 Andaman Nicobar earthquake Earthquake catalogues of NEIC, USA shows 67 earthquakes within 300 km from Chennai since 1800 A.D. onwards 450 earthquakes in Peninsular India 23 24

Fault map of Chennai city Faults within 100 km from Chennai were found In the zone of influence, 4 faults, 2 major lineaments and several other minor lineaments were observed Palar fault, located at a distance of 68 km from the Chennai city was identified as a future seismic source for the city. 25 26 Methodology Preparation of maps from remote sensing data 1 Landuse map 2 Geomorphology map 3 Geology map 4 Slope map 5 Drainage density & Soil GPS data collections Seismic Vulnerability of structures 1. Type of structure 2. Age of structure 3. Building shape 4. Number of stories 5. Space between adjacent structures Identification of vulnerable zones Vulnerability Sensitivity Index (VSI) Nondestructive Testing 27 Preparation of Guideline document 28 Geology Map MAPS 29 30

South and SW Igneous/metamorphic rocks East Fluvio-Marine sedments containing clay-silt sands; Charnockite rocks North, West and SW Adyar, Cooum and Kortaliyar river alluvium, sedimentary rocks South Gondwana rocks, Tertiary rocks (sandstones, shales and boulder beds) The thickness of alluvium ranges from a few meters in the south to 52 to 80 m in the north Land use Map Existing Land Use of CMA 2006 31 32 Proposed land use Map Proposed Land Use of Chennai City - 2026 33 34 Soil type 35 36

Types of Buildings in Chennai City No. of Households and Housing Units in Chennai City and CMA (in Lakhs) Growth rate in % RCC Buildings Masonry buildings Buildings with light roofs Households in the City Households in the CMA 4.44 6.89 1981 6.29 9.04 1991 7.96 11.82 9.62 16.19 1981 41.7 31.2 1991 26.55 30.95 20.85 36.97 Housing Units in the City 4.80 6.37 7.98 9.57 32.7 25.22 20.55 Housing Units in the CMA 6.63 9.15 12.34 15.83 38.00 34.90 29.50 37 Source : Census of India 38 Rate of Change in Population, Households and Housing Units, - - CMA -1981 1981-1991 1991- Annual rate of growth in population 2.76 2.36 1.93 Annual rate of growth in Households 3.12 3.07 3.69 Annual rate of growth in Housing units 3.27 3.03 2.63 39 Chennai City Distribution of Houses by Predominant Material of Wall, 1. 2. 3. 4. 5. 6. 7. 8. 9. Plastic, Polythene Wood Brick Stone Concrete Others Source: Census of India Type of Wall Grass, Thatch, Bamboo wood Mud, Unburnt brick GI Metal, Asbestos sheets Number of Houses 3,33,959 1,671 29,438 1,208 9,061 6,22,304 49,363 2,08,516 1,556 % to 3.55 0.18 3.02 0.17 0.95 65.03 5.16 21.78 0.16 40 Distribution of Houses by Predominant Nature of Roof Chennai City Sl.No. 1. 2. 3. 4. 5. 6. 7. 8. 9. Tiles Slate Brick Stone Concrete Any other Material Source: Census of India Type Grass, Thatch, Bamboo wood etc. Plastic and Polythene GI Metal, Asbestos sheets Number of Houses 90,735 2,966 71,403 1,662 65,392 18,908 5,246 6,96,997 3,767 % to 9.48 0.31 7.46 0.17 6.83 1.98 0.55 72.83 0.39 41 Sl.No. 1. 2. 3. 4. 5. Growth of Slums in Chennai City Year 1956 1961 1986 No. of Slums 306 548 1202 996 1431 No. of the households 57,436 97,851 1,63,802 1,27,181 1,78,000 Slum Population 2,87,180 4,12,168 7,37,531 6,50,859 8,20,000 42

Location of Slums in Chennai City, 2000 Sl.No. 1 Description River Margin No. of Slum Families 30,922 Sl.No. 1 Name of the River Cooum River No. of Slum Families 8,432 2 Feeder Canals 5,288 2 Buckingham Canal 15,733 3 Road Margin 22,769 3 Adyar River 6,757 4 Seashore 16,519 30,922 75,498 43 44 Weaknesses in Buildings Planning and architectural aspects - Irregularities in Plan or Elevation invite torsion loads. - Simple Square or Rectangular perform well Structural deficiencies - Open bottom storey for car park - Long Cantilevers - Floating columns Construction deficiencies - Quality of Construction - Poor Detailing of reinforcement 45 Non Destructive Valuation of Structures Ultra Sound Pulse Velocity Rebound Hammer These test will help to compute the available resistance of both concrete and reinforcement of the existing building Source: Sep 07, Hindu Article on Seismic Vulnerabilityof buildings in Chennai by Dr.A.R. Santhakumar, Emeritus Professor, IIT Madras 46 Conclusion The various vulnerable zones of Chennai city can be identified Various parameters for stability of structures against Earthquake can be developed Micro level planning for earthquake canl be developed THANK YOU Vulnerability Sensitivity Index can be generated for the city Guide line document for new proposed structures & existing structures against stability can be developed 47 48