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- Industrial Corridor: Power Sector Investment Project (RRP IND 51308-001)

Climate Risk and Vulnerability Assessment

Document Stage: Final Project Number: 51308-001 March 2019

India: Chennai-Kanyakumari Industrial Corridor : Power Sector Investment Project

Asian Development Bank

TABLE OF CONTENTS

LIST OF FIGURES II LIST OF TABLES IV INDEX OF TERMS V UNITS VI CLIMATE GLOSSARY VI EXECUTIVE SUMMARY 1 1. INTRODUCTION 4 1.1 Brief Project Description 4 1.2 Project Information 4 1.3 Concept of Risk and Vulnerability 6 1.4 Sector Climate Risk and Vulnerability 7 1.5 Sector’s Regulatory, Legal, Institutional and Policy Frameworks Related to Climate Change 7 1.6 Data Sources 7 1.7 Structure of the Climate Risk and Vulnerability Assessment 8

2. PROJECT DESCRIPTION 9 2.1 Project Profile 9 2.2 Objective/s of the CRVA or Rationale 12 2.3 Methodology, scope and limitations 12

3. GOVERNMENT STRATEGY FOR COPING WITH CLIMATE CHANGE 13 3.1 Impact of Climate Change in 13 3.2 Tamil Nadu Government Strategy for Climate Change 14 3.3 Summary 16

4. CLIMATE CHANGE IMPACTS THAT CAN AFFECT PROJECT COMPONENTS 16 4.1 Temperature 16 4.1.1 Temperature – Past Trends 16 4.1.2 Change in Temperature (Increase) 17 4.1.3 Temperature Projections 17 4.1.4 Minimum temperature projections: 18 4.1.5 Risk Management within sub-project 20 4.2 Change in Precipitation 20 4.2.1 Rainfall - Observed Pattern 20 4.2.2 Rainfall Projections 22 4.2.3 Risk Management Response/ Recommendation 29 4.3 Cyclones/ Storm Surge – Observed Trends 29 4.3.1 Existing Cyclonic Activity Profile 29 4.3.2 Impact of Tsunami 31 4.3.3 Impact of Cyclone 32 4.3.4 Coastal inundation and damages 32 4.3.5 Projected Cyclonic Activity/Trend 33 4.3.6 Risk Management Response 34 4.4 Sea Level Rise 34 4.4.1 Sea Level Rise – Past Trend 34 4.4.2 Sea Level Rise – Projections 34 4.4.3 Risk Management Response 36 4.5 Other Climate Change Impacts 36 4.5.1 Impact of Climate Change on Avian Central Asian Flyway 36 4.5.2 Risk Management Measures 36

5. CLIMATE RISK AND VULNERABILITY ASSESSMENT 37

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5.1 Methodology 37 5.1.1 Projection Horizon 37 5.1.2 Hazard Characterization 37 5.2. Sensitivity and Exposure Impact Assessment 38 5.2.1 Calculating risk 38 5.2.2 Vulnerability and adaptive capacity Assessment - Score/Ranking 38 5.3 Influence of Climate Change on Project Components 41 5.3.1 Region Specific designs 41 5.4 Sub-Project Level Vulnerability Risk Ranking 42 5.5 Hazard-Exposure-Sensitivity & Vulnerability Ranking/Scoring 45 5.6 Overall Project Ranking 47

6. PROPOSED MANAGEMENT AND ADAPTATION ACTIONS 48 6.1 Adaptation Measures and Recommendations 48 6.2 Proposed Adaptation Measures 53 6.3 Overall Likely Climate Change Impacts 55 6.4 Climate Adaptation Measures within the Project Design 56 6.4.1 Design items 56 6.4.2 Cost Benefit Analysis of Extra cost items 57 6.4.3 Social and Political acceptability 58

7. STAKEHOLDER CONSULTATION AND GROUND VALIDATION 59 7.1 Building State Level Capacities to enhance energy efficiency 59 7.1.1 National Action Plan on Climate Change (NAPCC) 59 7.1.2 Tamil Nadu State Action Plan on Climate Change (TNSAPCC) 59 7.1.3 Tamil Nadu State Climate Change Cell (TNSCCC) 60 7.1.4 Flood Management Programme in Tamil Nadu 60 7.2 Institutions involved in the management of Coastal Zone 60

REFERENCES 62 APPENDICES 63 Appendix A: Relevant Technical Specifications 63

LIST OF FIGURES

Figure 1.1: Geographic Locations of Substations and Transmission Lines to be Built 5 under the Project

Figure 1.2: Climate Risk and Vulnerability Assessment – Process Flow 6

Figure 2.1: Location of Substations and Illustrative Lines Routes (bee line) 10

Figure 4.1: Change in Maximum Temperature (ºC) Projections for 2010-2040, 2040- 19 2070, 2070-2100 with Reference to Baseline (1970-2000)

Figure 4.2: Change in Minimum Temperature (ºC) Projections for 2010-2040, 2040- 20 2070, 2070-2100 Reference to Baseline (1970-2000)

Figure 4.3: Rainfall (mm) over Tamil Nadu during (a) Oct; (b) Nov; (c) Dec; and (d) NE 23 Monsoon

Figure 4.4: Change in Annual Rainfall (mm) Projections for 2010-2040, 2040-2070 and 25 2070-2100 with Reference to Baseline (1970-2000)

Figure 4.5: Stations with Significant Increasing/Decreasing Trends in One Day Extreme 26 Rainfall ii

Figure 4.6: Boundary of the Cauvery River Basin 27

Figure 4.7: Annual Rainfall - Baseline and Projections 28

Figure 4.8: Annual Rainfall Days in Baseline and End Century Scenario 28

Figure 4.9: Average rainfall intensity 29

Figure 4.10: Average rainfall intensity during south west monsoon (JJAS) 29

Figure 4.11: Average rainfall intensity during north east monsoon (ONDJ) 29

Figure 4.12: Wind and Cyclone Hazard Map of Tamil Nadu 32

Figure 4.13: Probable Maximum Surge Heights (m) of Surges with a 50-year Return 34 Period Figure 4.14: Trends of Sea Level Between 1989 and 2009 Observed in Specific Areas 36 Along the Coast Line in Tamil Nadu

Figure 5.1: Illustrates the CRVA Methodology and its Key Factors 39

Figure 6.1: Design Wind Speed Map of 51

Figure 6.2: India Wind and Cyclone Zone Map 52

Figure 6.3: Wind and Cyclone Hazard Map of Tamil Nadu 53

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LIST OF TABLES

Table 2.1: List of Subprojects in CKIC Power Sector Investment Project 9

Table 2.2: Location of Substations and Termination Points of Transmission Lines 11

Table 3.1: Key Strategies to Address Climate Concerns for the Energy Sector 15

Table 4.1: District-wise Projected Change in Maximum Temperature in 0C with 18 Reference to 1970-2000

Table 4.2: District-wise Change in Minimum Temperature in ºC with Reference to 1970- 20 2000

Table 4.3: Seasonal Rainfall of Selected Stations in Tamil Nadu (Rainfall in cm) 21

Table 4.4: Percentage Changes in Annual and Seasonal Rainfall and in Number of Rainy 22 Days in the Last 100 Years

Table 4.5: District-wise Percentage Change in Annual Rainfall with Reference to 1970- 24 2000

Table 4.6: Changes in Precipitation in Mid-century (2021-2050) in the Cauvery Basin with 30 respect to Baseline (1961-1990)

Table 4.7: Return Periods of Storm Surges of Different Strengths 34

Table 4.8: Projection of Sea Level Rise Based on Different IPCC SRES Scenarios 35

Table 5.1: Hazard Characterization and Vulnerability Ranking Criteria 41

Table 5.2: Meteorological Data used for Design 44

Table 5.3: Vulnerability Assessment of Sub-Project areas – Ranking 45

Table 5.4: Summary Table of Vulnerability Ranking for Sub-project Components 47

Table 5.5: Sub-project Overall Vulnerability Ranking 48

Table 6.1: Design Wind Speed Zones 51

Table 6.2: Design Wind Pressure Pd in N/m2 54

Table 6.3: Soil Properties to be Considered in Foundation Designs for Relevant Types of 54 Soil

Table 6.4: Climate Adaptation in Design by TANTRANSCO 56

Table 6.5: Climate Change Adaptation Measures within the Project 58

Table 7.1: Institutions Involved in Management of Various Aspects in the Coastal Zone 63 Area in Tamil Nadu and Interactions with TANTRANSCO

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INDEX OF TERMS ADB Asian Development Bank CC Climate Change CEIG Chief Electrical Inspector to Government CKIC Chennai-Kanyakumari Industrial Corridor CMFRI Central Marine Fisheries Research Institute CPCB Central Pollution Control Board CRA&MR Climate Risk Assessment & Management Reporting CRVA Climate Risk & Vulnerability Assessment CRZ Coastal Regulation Zone Notification DC Direct Current DPR Detailed Project Reports EHV Extra High Voltage EIA Environment Impact Assessment ERS Earthquake Resistant Structures GCM Global Circulation Models GHG Greenhouse emissions GoI Government of India GoTN Government of Tamil Nadu GPRS General Packet Radio Service HFL High Flood Level IEC Information, Education & Communication IMD Indian Meteorological Department INCCA Indian Network for Climate Change Assessment IPCC Intergovernmental Panel on Climate Change IT Information Technology MoEFCC Ministry of Environment, Forests and Climate Change NAPCC National Action Plan on Climate Change NDMA National Disaster Management Authority NH National Highway NIO National Institute of Oceanography O&M Operation & Maintenance PGCIL Power Grid Corporation of India Limited PRECIS Providing Regional Climates for Impact Studies PSP Private Sector Participation SAP-CC State Action Plan on Climate Change (Tamil Nadu) SCADA Supervisory Control and Data Acquisition (Systems) SH State Highway SLR Sea Level Rise SOR Schedule of Rates UNFCCC United Nations Framework Convention on Climate Change WG Working Group

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UNITS bcm Billion cubic metre mg/l Milligram per litre bgl below ground level m.ha.m. Million hectare metre cm Centimetre mcm Million cubic metre cu.m. Cubic metre per mg/kg Milligram per kilogram second cusec Cubic feet per second mg/l Milligram per litre deg. C Degree m ha Million hectare (°C) Centigrade/Celsius g gram MKWH Million kilowatt hour ha Hectare MGD Million Gallons per day HFL High Flood Level ML Million Litres HHWL Highest High-Water MLD Million litres per day Level HWL High Water Level mm Millimetre INR/ Rs. Indian Rupees mm/yr Millimetre per year INR Indian Rupees Million MPN Most Probable Number Million kg/m3 Kilogram per cubic MSL Mean Sea Level metre KLD Kilo litres per day MT Metric Ton Km Kilometre MTA Metric Ton per annum Sq.km. Square kilometre MT/day Metric Ton per day km3 Cubic kilometre MWL Maximum Water Level Kmph Kilometre per hour LWL Low Water Level Lpcd Litres per capita per NTU Natural Turbidity Unit day cu.m. Cubic metre PSU Practical Salinity Unit mcm Million cubic metre ppm parts per million m/day Metre per day rm running metre (length in m) m2/day Square metre per day sq km Square kilometre m2/sec Square metre per sec T or t Ton m3/hr Cubic metre per hour

CLIMATE GLOSSARY Terms Definitions Adaptation The process of adjustment to actual or expected climate and its effects. In human systems, adaptation seeks to moderate harm or exploit beneficial opportunities. In natural systems, human intervention may facilitate adjustment to expected climate and its effects. Adaptive capacity The pre-existing and inherent attribute or capacity (financial, technological, knowledge or institutional) of a system or population to cope with climate impacts or climate change by changing processes, practices or governance structures in order to moderate or offset the potential damages associated with climate change. AOGCM Atmospheric Ocean General Circulation Models Asset(s) Something that has potential or actual value to an organization AMSL Average mean sea level Climate Average weather based on the statistical description in terms of the mean and variability of relevant quantities, such as temperature, precipitation and wind, over an extended period of time Climate change A statistically significant variation in either the mean state of the climate or in its variability, persisting for an extended period (typically decades or longer)

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Terms Definitions Climate change Difference between a climate scenario and the current climate scenario Coping capacity The ability of people, organizations and systems to face and manage adverse conditions, emergencies or disasters using available skills and resources, Consequence Outcome of a hazard event that affects objectives. Consequences are qualitative and quantitative impacts to exposed and vulnerable people, buildings, or infrastructure, and many can be communicated in terms of economic losses. Consequences can be certain or uncertain and can have positive or negative effects. May be expressed quantitatively or qualitatively. Emissions GHG emissions Exposure Exposure signifies people, buildings, infrastructure, and other resources (assets) that are within areas that are most likely to experience hazard impacts GCM Global Circulation Model GHG Greenhouse gas Impact A threat or an opportunity that may arise as a result of either the weather or climate change both in the short and long term, and represents the fact that the issue is one that is constantly evolving Infrastructure The assets and systems of assets required to support the functioning of a community, city and associated region, such as transportation and communications systems, water and power lines, and public institutions. IPCC AR5 Intergovernmental Panel on Climate Change Fifth Assessment Report (2014) Isoceraunic Representation of equal thunderstorm intensity or frequency LAT Lowest Astronomical Tide Level of risk Magnitude of a risk or combination of risks, expressed in terms of the combination of consequences and their likelihood Life cycle Time interval that commences with the identification of the need for an asset and terminates with the decommissioning of the asset or any associated liabilities Likelihood Chance of something happening In risk management terminology, the word ‘likelihood’ is used to refer to the chance of something happening, whether defined, measured or determined objectively or subjectively, qualitatively or quantitatively, and described using general terms or mathematically (such as a probability or a frequency over a given time period). Mean Higher High Inundation caused by storm surge and sea level is calculated above Water (MHHW) the Mean Higher High Water (MHHW) level, which is the mean of all the highest daily tides in a location over a year, and defines the high tide levels Mitigation An intervention to reduce the sources or enhance the sinks of greenhouse gases (GHGs). Climate change mitigation generally involves reductions in human (anthropogenic) emissions of greenhouse gases (GHGs). Mitigation may also be achieved by increasing the capacity of carbon sinks, e.g., through reforestation Monitoring Continual checking, supervising, critically observing or determining the status in order to identify change from the performance level required or expected MSL Mean Sea Level PMSS Probable maximum storm surge

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Terms Definitions Representative A Representative Concentration Pathway (RCP) is a greenhouse Concentration gas concentration (not emissions) trajectory adopted by the IPCC for Pathway (RCP)1 its fifth Assessment Report (AR5) in 2014. Four pathways have been selected for climate modeling and research, which describe different climate futures, all of which are considered possible depending on how much greenhouse gases are emitted in the years to come. It supersedes Special Report on Emissions Scenarios (SRES) projections published in 2000. Residual risk Risk remaining after risk treatment Resilience The ability of a system and its component parts to anticipate, absorb, accommodate, or recover from the effects of a hazardous event in a timely and efficient manner, including through ensuring the preservation, restoration, or improvement of its essential basic structures and functions Risk The effect of uncertainty on objectives The combination of the probability of an event and its negative consequences. Conventionally risk is expressed with the equation Risk = Hazards * Exposure * Vulnerability / Capacity. Risk analysis Process to comprehend the nature of risk and to determine the level of risk Risk assessment Overall process of risk identification, risk analysis and risk evaluation Risk management Coordinated activities to direct and control an organization with regard to risk Risk management framework Set of components that provides the foundations and organizational arrangements for designing, implementing, monitoring, reviewing and continually improving risk management throughout the organization Sensitivity The results mainly from high level of dependency on environmental services for livelihoods, food, energy and shelter; lack of human, social, natural, physical, financial, cultural, and technological assets. Trigger levels Identified points at which climate change impacts are beginning to be experienced at site level. Once the project or site-specific trigger level has been reached, management response is initiated Vulnerability Degree to which a system is susceptible to, or unable to cope with, adverse effects of climate change, including climate variability and extremes Structural This term made popular in Canada and Australia to identify adaptation infrastructure-based adaptation measures such as weirs, revetments, embankments, as a separate approach from adaptation derived from non-structural and ‘soft’ processes

1 Source: Wikipedia viii

Terms Definitions Systemic The ability to utilize a backup system for failure of critical parts of the redundancy system. It is a common approach to improve the reliability and availability of a system. It is also considered extremely important for the development of emergency response and recovery. Redundancy increases system dependability since the required operation can be carried out by the redundant system, as a failure of a single component will not affect all operations. Additionally, redundancy provides multiple locations for yielding to occur, increasing the probability that damages will be constrained and limiting the progression of failure under extreme conditions. The existence of redundancy assists in: (1) Enhancing the safety margin/reliability of a system in its intact state; and (2) Mitigating the sensitivity/vulnerability of the system to localized damage. Systemic The simultaneous interplay of at least three separate factors: capacity vulnerability related obligations, scarce resource endowments and severe (climate) threats. Heat island effect Refers to any area, populated or not, which is consistently hotter than the surrounding area. Vulnerability Vulnerability refers to extent (how and why) people or assets could be affected by a hazard and their predisposition to be adversely affected Vulnerability encompasses a variety of concepts including sensitivity or susceptibility to harm and lack of capacity to cope and adapt

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EXECUTIVE SUMMARY

Climate Risk & Vulnerability Assessment (CRVA) has been performed for sub-projects under Chennai-Kanyakumari Industrial Corridor Power Transmission Improvement Project. The project entails investment of approximately $645.7 million in power transmission assets in the State of Tamil Nadu. It is proposed a loan of $451.0 million from the Asian Development Bank (ADB) to finance the project including technical assistance (TASF-others) of $0.5 million. The transmission assets to be financed under the project comprises of two new substations, five new transmission lines of voltage ranging from 110 kV to 765 kV, six items of reconfiguration of existing lines, and addition of bays at three associated substations. These transmission assets are required to meet the expected growth in demand in Tamil Nadu through integration of renewable and other generation sources to the transmission network.

Past trends of climate events such as temperature, rainfall, cyclones, storm surge and projections of future events from the analysis provided in the Tamil Nadu State Action Plan for Climate Change and other relevant documentation have been reviewed. Mean annual temperature in the sub- project region of Tamil Nadu is projected to increase by up to 2ºC by the 2030s and by up to 4.3ºC by the end of the century (2100) respectively with reference to the baseline 1970-2000 (SRES A1B scenario2). Past trends of rainfall in Tamil Nadu indicate a generally decreasing amount of average precipitation coupled with high spatial variation. However, the projections indicate higher possibility of extreme rainfall events in the northern coastal areas and lower level of rainfall in the inland southern and western regions with risk of prolonged drought conditions. South India is projected to experience increased frequency of tropical cyclones with increasing average wind speeds. Projected Sea Level Rise along the eastern coast of India is likely to increase coastal flooding and salinity ingress in surface waters.

Climate change and related adverse weather events can impact power transmission assets. Transmission lines are sensitive to increase in temperature. Transmission assets in inland areas can also be affected by spatial variability and changes in rainfall distribution and prolonged flooding conditions. Transmission assets in coastal t areas can be impacted from storm surges linked to cyclones and long-term effects of sea level rise.

Based on past trends and projections, vulnerability assessment performed at a sub-project level indicates overall project level ranking of “Medium” with Virudhunagar and Ottapidaram substation areas ranked as “Medium to High” while the transmission lines also ranked as “Medium” due to some transmission lines passing through coastal areas.

In 2013, the Intergovernmental Panel on Climate Change projected that global sea levels could rise anywhere between 0.3 meters and 0.6 meters by 2100. This prediction was based on a scenario of relatively ambitious emission reductions. It assumes that with effective climate policies and strong afforestation programs, global GHG emissions will increase only slightly before declining post-2040.

Primary climate change risks in “short” to “medium” term are temperature increase, spatial variability in precipitation and prolonged drought conditions in both coastal and inland areas. Long term climate change risks that could impact sub-projects are flooding from extreme rainfall events and storm surge coupled with sea level rise in coastal areas. Adaptation measures such as elevating electrical and instrumentation/ control equipment above the flood levels in coastal and inundation prone areas; use of more cyclone resilient designs of transmission lines, substation etc. and raising awareness on climate risks among project beneficiaries. These non-engineering adaptation measures have been incorporated in commercial sections of awards and engineering measures are covered in Technical Specification. Due consideration as per relevant standards has

2 Although Representative Concentration Pathway (RCP) supersedes Special Report on Emissions Scenarios (SRES) projections published in 2000, the government data “Tamil Nadu State Action Plan for Climate Change document prepared by Government of Tamil Nadu” is quoted.

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been given for Flooding Risk Management, Lightning, Thunderstorm/ Cyclones etc. Following is the brief detail:

No. Description Standards Followed by Status of Tolerances and TANTRANSCO Inclusion Particulars in Design 1. Special Foundations for towers and its Bidding a) Grade M-15 having Designs of protection works are being designed Docume strength of 15N/mm2 Foundations as per CBIP3 Manual publication No. nts and b) Grade M-20 having (i.e.) to avoid 323, 2014 and relevant Indian Technica strength of 20 N.mm2 failure due to Standards for foundation design. l c) Grade M 30 having excessive Indian Standards IS 456 – 1978 Specifica strength of 32 N/mm2 (IS winds and also (Concrete) under Provision of E-1 of tions 456:2000 Table 3- to adapt high Appendix-E regarding Tower Condition iii) Severe salinity foundation base. IS: 1786-1976 for Concrete surfaces conditions of RCC. exposed to severe rain, the soil. Indian standards IS: 1893 (Part – I) alternate wetting and latest being used for earthquake drying or occasional resistant design of different freezing whilst wet or infrastructures. severe condensation. Table 5 shows the types of concrete to be used). d) Density of concrete for RCC is 2400/kg/m3 e) If required, special type of cement can be used for saline soils (that can withstand high alkalinity). 2. Design of Additional terrain roughness co- Bidding Terrain Category 2: Open towers to efficient of 1.0 for calculating wind Docume terrain with well scattered include pressure has been considered for nts and obstructions having height excessive wind coastal area in Transmission Lines as Technica generally between 1.5m loads during per IS: 802 (Part – I) 1985 for the l to 10 m. Withstand cyclones specific wind zones. Specifica cyclonic force winds (at a tions minimum for winds and impacts consistent with a Category 4 cyclone) in 90 km for 765 km long transmission line segment. 3. Other aspects Substations are being protected from Bidding The climatic conditions at related to lightning and thunderstorms by Docume site under which the substation providing high mast lighting system in nts and equipment shall operate design for yard and by providing shield wire Technica satisfactorily, are: lightning and /spikes on the substation towers. l (a) Atmosphere: Highly thunderstorms Protection of buildings in the Specifica polluted etc. switchyard area is being done by tions (b) Maximum ambient air providing spikes and MS Flat as per temperature: 45 °C relevant standards IS: 2309. As per (c) Minimum ambient air IS:2309 annual average thunderstorm temperature 5 °C days have been considered 65 days (d) Maximum daily per annum as per site climatic average ambient air conditions in the design. Very high temperature 40 °C

3 Central Board of Irrigation and Power, a government supported think tank.

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No. Description Standards Followed by Status of Tolerances and TANTRANSCO Inclusion Particulars in Design creepage distance i.e. 31 mm per kV (e) Maximum yearly and Short Circuit Time Rating has average ambient air been considered 2 seconds in the temperature: 32 °C design of substations. The rated peak (f) Maximum Humidity: short circuit current shall be 2.5 times 95% the rated short time withstand current. (g) Average thunder storm For the protection of Transmission days per annum: 65 Lines, shielding angle upto 220 kV is (h) Average dust storm 30 degrees and for 400 kV days per annum: Transmission Lines it is 20 degrees. Occasional For 400 kV, two earth-wire/ OPGW (i) Average rainy day per are being used as per CBIP annum: 65 days Guidelines. For 765 kV line all (j) Average annual rainfall: standards used as per Power Grid 100 cm Corporation of India Limited (PGCIL) (k) Number of months shall be used. during which tropical 4. Metrological Climatic and Isoceraunic / Bidding monsoon conditions (rainfall, floods, atmospheric conditions have been Docume prevails: 5 etc.) obtained from the Metrological nts and (l) Maximum wind history/projecti Department of India which cater major Technica pressure: 150kgf/sq.m. ons, parameters shown as per 3. above. l (m) Altitude above M.S.L: hydrological Secondary Information from various Specifica <1000m data of the Tamil Nadu state sources will be used tions subject areas for any future monitoring.

Suitable risk management options and climate change adaptation measures have been made in project design by TANTRANSCO. The cost tables being utilized in the project already incorporates these adaptation measures and the incremental cost of these adaptation measures is considered to be cost of climate change adaptation.

It is further confirmed that infrastructure design of substations and transmission lines is flood, earthquake, climatic resilient - wind and cyclone proof (Wind zone 2 and 4 in some areas) and TANTRANSCO design standards follow the standards being followed by PGCIL and Central Electricity Authority (CEA) for coastal area Transmission Lines and substations.

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1. INTRODUCTION

1.1 Brief Project Description

1. The Government of Tamil Nadu (GoTN) with assistance from the Asian Development Bank (ADB) proposed to invest in power transmission assets to meet the expected demand in Chennai Kanyakumari Industrial Corridor (CKIC) and to provide connectivity to proposed renewable and thermal power plants in southern section of CKIC and load centers in northern section of CKIC. The Tamil Nadu Transmission Company Ltd (TANTRANSCO) is the implementing agency of the project.

2. As per the 2018 Statistic data4, Tamil Nadu with a population of 76.67 million represents 5.83% of India’s total population (1,316 million). It is the most urbanized state in India, and has a population density of 586 persons/sq.km, significantly higher than the Indian average of 400 persons/sq.km. Like many other Indian States, Tamil Nadu is highly dependent on natural resources and can be impacted by climate change.

1.2 Project Information Project Title : Chennai Kanyakumari Industrial Corridor (CKIC) Location : Tamil Nadu, India Sectors : Energy Sub-sector : Electricity transmission and distribution Strategic : Inclusive economic growth - Economic opportunities, including jobs, Agenda: crested and expanded.

3. The proposed project will strengthen the transmission network by improving the transmission connectivity at extra high voltage 765 kV level between the proposed energy hub in - sector located in the southeast region of Tamil Nadu and demand centres in the northern sector of CKIC (i.e., Chennai-Madurai) and . In addition, the proposed project will connect the renewable energy hubs in Thoothukudi region to the 765 kV network through pooling substations at 400 kV level. Figure 1.1 shows location of substations.

4 Central Statistics Office

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Source: Anna University under ADB Funding Figure 1.1: Geographic Locations of Substations and Transmission Lines to be Built Under the Project

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1.3 Concept of Risk and Vulnerability Climate Risk & Vulnerability Assessment (CRVA) has been performed for first two subproject involving construction of physical assets. Objective of the CRVA is to provide sufficient information on climate related risks to assess the extent of in-built adaptation already available in the sub- project elements and the additional adaptation measures that may require to be incorporated to mitigate climate change risks to achieve intended outcomes of the planned investment. Recommendations are made to incorporate suitable climate change adaption measures into the detailed design, installation and operation & maintenance of sub project components vulnerable to climate risks.

4. Since 2014, ADB has required all investment projects to consider climate risk and incorporate adaptation measures in projects at risk from climate change impacts. This is consistent with ADB’s commitment to scale up support for adaptation and climate resilience in project design and implementation, articulated in the Midterm Review of Strategy 2020: Meeting the Challenges of a Transforming Asia and Pacific (ADB, 2014a5).

5. ADB has an established Risk Management Framework aimed at reducing risks associated with climate change on investment projects by providing for climate risk assessments and the inclusion of adaptation measures into projects at the design phase. The process, undertaken on a project-by-project basis, is illustrated in Figure 1.2.

Source: ADB (2014b) Figure 1.2: Climate Risk and Vulnerability Assessment – Process Flow

6. The first stage in the Climate Risk Management Framework is the initial screening of the

5 Asia Development Bank (ADB) Makes Climate Change Core to Operations through Series of Strategy and PolicyChanges. Details online at https://www.mainstreamingclimate.org/

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project that aims to identify whether the project may be vulnerable to climate change hazards. If the risk screening identifies any medium or high risks, a CRVA is required.

7. Risk screening was undertaken for the proposed project as per the CRS methodology. and the overall climate related risk was rated as “Medium”.

1.4 Sector Climate Risk and Vulnerability

8. Outputs of the CRVA, especially the adaptation measures, is used to finalize the detailed design and technical specification of the subprojects. Power sector's regulatory, legal, and institutional and policy frameworks applicable to the Tamil Nadu state for environment protection are discussed in detail in the IEE for CKIC.

9. The physical vulnerability of electricity transmission facilities can be directly linked to damage from extreme weather events: • Substations and underground electricity networks could be inundated during floods, which shall lead to short circuiting of cables, explosions and fires. Excessive precipitation could lead to flooding/other mass movements. • The overhead cables and transmission towers could be destroyed in violent storms due to extreme wind speeds. • Hot temperatures, such as drought or extreme temperatures, could lead to equipment failure, excessive sag and short circuits. • Mass movements due to earthquakes: The transmission towers and the substation sites fall in Seismic Zone I&II area6 (Low Damage Risk Zone MSK7 VI zone which indicates a very moderate damage risk zone as per the project IEE.

10. On the Risk scale, the CRS identified that the sub-project areas are at risk from climate change impacts: • Climate impacts were deemed to be low to medium risk from higher temperatures, water scarcity, increased rainfall intensity and variability, increased cyclonic activity and storm surges and long-term risk of coastal flooding due to sea level rise; • Climate change impacts were deemed to be at medium risk from change in precipitation (decrease) and risk of prolonged drought conditions. • In land subproject areas are identified to be at low to medium risk from increase in temperature, change in precipitation (decrease) and prolonged drought conditions; and • Low-lying areas along the rivers / waterways along the transmission lines were identified to be at medium risk for localized or riverine flooding due to extreme rainfall events • Coastal areas are deemed to be at a medium to high level risk of flooding due to cyclone linked storm surge and tsunamis.

1.5 Sector’s Regulatory, Legal, Institutional and Policy Frameworks Related to Climate Change

• Tamil Nadu State Groundwater Development and Management Act, 2003 • State Water Policy, 1994 • National Action Plan on Climate Change for Cauvery delta • Flood Management Programme in Tamil Nadu

1.6 Data Sources 11. The primary objective of this section is to provide information on baseline parameters and

6 The latest version of seismic zoning map of India given in the earthquake resistant design code of India [IS 1893 (Part 1) 2002] assigns four levels of seismicity for India in terms of zone factors. 7 Medvedev-Sponheuer-Karnik (MSK) intensity broadly associated with the various seismic zones is VI (or less), VII, VIII and IX (and above) for Zones II, III, IV and V, respectively.

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how some of these are predicted to change in the future. The goal is to determine how these changes will impact the transmission infrastructure in the sub-project areas and which element or climate variable will have the greatest impact on vulnerability of infrastructure components.

12. The key resources consulted for information on existing and potential future climate for the State of Tamil Nadu include: • Intergovernmental Panel on Climate Change Fifth Assessment Report (IPCC AR5) 2014; • India’s Second National Communication to the United Nations Framework Convention on Climate Change; • Tamil Nadu State Action Plan for Climate Change; and • Sea Level Rise: Impact on Major Infrastructure, Land and Ecosystems along the Tamil Nadu Coast8

13. This climate overview is consistent with the findings of the preliminary screening of risks conducted for the project in the initial Climate Risk Assessment.

1.7 Structure of the Climate Risk and Vulnerability Assessment

14. Section 2 describes the project scope including specific information about the power transmission project sector being assessed; Section 3 about climate change impacts on power transmission sector; Section 4 on Climate Risk and Vulnerability Assessment through impact modelling/descriptive impact matrix and hazard characterization; Section 5 on proposed management and adaptation actions and Section 6 on stakeholder consultation and ground validation.

15. The CRVA has been structured as follows: • Section 1 – Introduction; • Section 2 – Project description; • Section 3 – Climate Change Impacts in Tamil Nadu • Section 3 – Climate overview, including historical climate change observations and relevant climate change projections; • Section 4 – Describes the risk assessment methodology and risk assessment findings; vulnerability assessment/ ranking and adaptation measures • Section 5 – Medium- and long-term planning for climate change; • Section 6 – Stakeholder and Ground Validation

16. Appendix A gives the list of some relevant technical specification criteria of equipment listed by TANTRANSCO for Bidding Documents that consist of relevant climate resilience measures in conformance with Indian Standards (IS) codes.

8 S. Byravan and R. Rangarajan, Center for Development Finance, IFMR, Chennai & S. C. Rajan, Humanities & Social Sciences, Indian Institute of Technology, Madras; “Sea Level Rise: Impact on Major Infrastructure, Land and Ecosystems along the Tamil Nadu Coast”.

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2. PROJECT DESCRIPTION

2.1 Project Profile 17. The proposed project will strengthen the transmission network by improving the transmission connectivity at extra high voltage 765 kilovolt (kV) level between the proposed energy hub in Madurai-Thoothukudi sector located in the southeast region of Tamil Nadu and demand centers in the northern sector of CKIC (i.e., Chennai-Madurai) and Coimbatore. In addition, the proposed project will connect the renewable energy hubs in Thoothukudi region to the 765 kV network through pooling substations at 400 kV level. The project would develop a transmission link from the energy hub in southern CKIC to load centers in northern CKIC and establishing pooling substation for renewable energy established in southern CKIC. The project’s impact is aligned with the enhancement of industrial development and renewable energy generation in Tamil Nadu and expected to improve the power supply to industrial demand centers in CKIC.

18. The project proposes to finance the construction of the following transmission assets in the state of Tamil Nadu. The assets comprise two new substations, five new transmission lines of voltage ranging from 110 kV to 765 kV, six items of reconfiguration of existing lines, and addition of bays at three associated substations. Table 2.1 list sub-projects being considered for investment under the ADB funded CKIC power investment program.

Table 2.1: List of Subprojects in CKIC Power Sector Investment Project S. Substation Operating voltages (kV) 1 Virudhunagar (2x1500MVA) 765/400 2 Ottapidaram (2x500MVA) + (2x200MVA) 400/230/110 T1. Transmission lines associated with Virudhunagar Approximate Route substation Length (km) 1.1 765 kV double circuit line Virudhunagar – Coimbatore 242 1.2 400 kV double circuit line Virudhunagar – Kayathar 72 1.3 400 kV double circuit line in and out at Virudhunagar for Kamuthi 5 to Thappagundu (proposed) line T2. Transmission lines associated with Ottapidaram substation Approximate Route Length (km) 2.1 400 kV double circuit line Ottapidaram – Udangudi 68 2.2 400 kV double circuit line Ottapidaram – Kamuthi 71 2.3 230 kV double circuit line in and out at Ottapidaram for Sipcot – 10 Kavanoor line 2.4 230 kV double circuit line in and out at Ottapidaram for Sipcot – 6 Savasapuram line 2.5 110 kV double circuit line in and out at Ottapidaram for 4 Ottapidaram – Eppothumvendran 2.6 110 kV single circuit line Ottapidaram – Vijayapuri 34 2.7 110 kV double circuit line in and out at Ottapidaram for TTN Auto 10 – T-off Sipcot line New bays at associated substations Quantity 3.1 400 kV bays at Kamuthi substation 2 3.2 400 kV bays at Kayathar substation 2 3.3 110 kV bay provisions at Vijayapuri substation 1

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Figure 2.1: Location of Substations and Illustrative Lines Routes (bee line)

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Table 2.2: Location of Substations and Termination Points of Transmission Lines Sno Description Length Starting Point Ending Point in km Village Name Latitude Longitude Village Name Latitude Longitude 1. Transmission lines associated with Virudhunagar substation 765/400 KV SS T1.1 765 KV DC TL from 242 Mannarkottai & 9° 26’ 41.827” N 77° 59’ 52.876” E Near 11° 14’ 51.796” N 77° 26’ 58.672” E Virudhunagar 765 KV SS to Valayapatti Koundampalayam Coimbatore 765 KV SS Village T1.2 400 KV DC TL from 73 Mannarkottai & 9° 26’ 41.827” N 77° 59’ 52.876” E Ayyanar Uthu 8° 57’ 27.872” N 77° 43’ 29.739” E Virudhunagar 765 KV SS to Valayapatti Village Kayathar 400 KV SS Village T1.3 400 KV DC TL (line in and 4 Mannarkottai & 9° 26’ 41.827” N 77° 59’ 52.876” E Malaipatty village 9° 29’ 1.892” N 78° 1’ 9.807” E Line out) at Virudhunagar for Valayapatti Kamuthi to Thappagundu Village (proposed line) 2. Transmission lines associated with Ottapidaram substation 400/230/110 T2.1 400 KV DC TL from 68 Swaminatham 8° 53’ 39.695” N 78° 2’ 53.010” E Udangudi 8° 26’ 3.205” N 78° 3’ 30.103” E Ottapidaram 400 KV SS to Udangudi Switch Yard T2.2 400 KV DC TL from 72 Swaminatham 8° 53’ 39.695” N 78° 2’ 53.010” E Kamuthi 9° 20’ 57.983” N 78° 23’ 50.9832” E Ottapidaram 400 KV SS to Kamudhi Switch Yard T2.3 230 KV TL LILO 10 Swaminatham 8° 53’ 39.695” N 78° 2’ 53.010” E Kumarapuram 8° 54’ 42.540” N 78° 7’ 54.380” E Ottapidaram-Sipcot and Kavanoor T2.4 230 KV TL LILO 6 Swaminatham 8° 53’ 39.695” N 78° 2’ 53.010” E Venkatachalpura 8° 54’ 15.770” N 78° 5’ 47.240” E Ottapidaram-Sipcot and m Savaspuram T2.5 110 KV Double circuit line in 4 Swaminatham 8° 53’ 39.695” N 78° 2’ 53.010” E Sinthalakattai 8° 53’ 41.320” N 78° 4’ 48.410” E and Line out at Ottapidaram- For Ottapidaram- Eppothumventran T2.6 110 KV TL Ottapidaram- 35 Swaminatham 8° 53’ 39.695” N 78° 2’ 53.010” E Vijayapuri 9° 8’ 12.820” N 77° 53’ 56.840” E Vijayapuri T2.7 110 KV TL LILO 10.5 Swaminatham 8° 53’ 39.695” N 78° 2’ 53.010” E South 8° 49’ 13.780” N 78° 4’ 21.690” E Ottapidaram-TTN Auto & T Veerapandiyapura Sipcot feeder m

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2.2 Objective/s of the CRVA or Rationale

19. The initial climate risk screening of the Project, has rated the overall climate related risk as “MEDIUM”. This “medium risk” rating of the Project is mainly because of risks associated with:

i. Hazard and Exposure Profile of Tamil Nadu: • high to very high susceptibility to earthquake9. • high susceptibility to floods and salinity.

ii. Climate projections (2030s): • temperature and precipitation are expected to increase. • extreme events (floods/flash floods, storms with strong winds) are more likely.

iii.Potential impacts of changing climate to project components: • change in temperature – high. • increase in rainfall intensity (and flood risks) – medium. • increased intensity of extreme winds from tropical cyclones – medium. • lightning – high.

20. TANTRANSCO deemed it necessary to quantify the climate risks and vulnerabilities of cyclonic incidents on lines and substations by identifying possible adaptation options to reduce the risks and vulnerabilities listed above. TANTRANSCO has made specific Technical Specifications of Bid documents for equipment, plant and erection that adhere to Indian Standard Code (IS code) of Practise.

2.3 Methodology, scope and limitations

21. In general, the detailed technical specification and the detailed project report by TANTRANSCO have a design life of 25-30 years for each of the sub-projects. A more comprehensive description of the design elements and infrastructure components proposed for capital works are detailed in the technical specifications and the other appraisal reports. which would include details of:

• Existing infrastructure and site conditions; • Proposed infrastructure, estimated cost and procurement plan; • Social & Environment assessment; and • Economic and Financial assessment.

22. Tamil Nadu has high dependence on natural resources and faces the threat of climate change and its impacts. Available evidence shows that there is high probability of increase in the frequency and intensity of climate related natural hazards and hence increase in potential threat due to climate change related natural disasters. Tamil Nadu is potentially sensitive and vulnerable to climate change and its impacts due to its coastal location at the southernmost tip of Indian Peninsula.

9 SARD climate risk screening framework and methodology was used

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3. GOVERNMENT STRATEGY FOR COPING WITH CLIMATE CHANGE

23. The greenhouse effect is a natural process that keeps the Earth's surface around 30oC warmer than it would be otherwise. Without this effect, the Earth would be too cold to support life. The earth has warmed by approximately 1oC since pre-industrial times. Eleven of the warmest years in the past 125 years occurred since 1990, with 2016 being the warmest on record10. There is overwhelming consensus that this is due to emissions of greenhouse gases, such as carbon dioxide (CO2), from burning fossil fuels. Climate change threatens the basic elements of life for people around the world - access to water, food, health, and use of land and the environment.

24. After the 26 December 2004 tsunami, the soils in the coastal villages comprising Serudhur (near ), Pradhabaramapuram, Vellapallam (south of ), Erukkatancheri, Sathankudi, Kalamanallur, Manickapanngu, Pillaiperumanallur, Neithalvasal, Vellapallam (north of Nagapattinam) and Koozhaiyur, and Killai, Parangipettai, Devanampattiman, Thazhanduda and Uppalvadi, Districts were affected. The massive quantity of seawater that inundated the coastal agricultural lands for 0.5 to 2.0 km area inland, due to reasons of poor drainage, stood for a few days affecting the quality of soil and groundwater. The electrical conductivity (EC) of soil and shallow groundwater increased by about 10 times and 15 times respectively, and the degree of variations differed from place to place.

25. Tamil Nadu’s eco-systems are predominantly sensitive to climate changes. The projected potential impacts of climate change on Tamil Nadu could be disruptive and potentially very costly. Examples of the projected impacts based on scenarios in the IPCC Assessment Reports and other research findings for the state of Tamil Nadu generally include changes in:

• precipitation (rain and snowfall) with the average water levels in rivers, lakes less than normal with serious drought like conditions, and in rainy seasons flooding being more frequent, • areas currently subject to flooding would suffer flooding of greater severity and for more duration; areas currently flood-free would suffer from occasional floods and flash floods.

26. Lesser spring, summer rainfall causing regular water shortages, especially in the plain area would be affecting both people and the ecosystems. There would be less recharge of reservoirs during the summer; water shortages would occur regularly and would be longer than at present. The change in rainfall patterns may further cause regular water deficits, leading to accelerated soil erosion and loss of fertility and biodiversity.

27. The climate projections suggest that impacts are likely to be diverse and mixed, with some regions experiencing more intense rainfall and flood risks, while others will encounter sparser rainfall and prolonged droughts. Among the more substantial effects is a projected spatial shift in the pattern of rainfall towards the areas already having heavy rains, while in some regions water scarcity may increase thereby affecting land fertility and un-productiveness. The climate variability and climate change pose huge risks to life and threat to endanger the sustainability of the country's fast-growing economy.

3.1 Impact of Climate Change in Tamil Nadu

General Impacts on Project Components 28. The major climate change drivers that could adversely impact power sector in Tamil Nadu are:

3.1.1 Continuous increase in ambient temperature 29. Due to increase in temperature the conductor tends to sag thereby leading to less than optimal distance from ground receptors. The rise in temperature makes the metallic body of

10 Six years are hotter, with the el nino year 2016 currently the hottest, and the hottest 5 all occurring in the last five years (2014 – 2018). Source: NOAA.

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conductor expands and as a result, the weight of conductor increases that is directly proportional to sag. In this case, the optimal type of conductor can be used to ensure proper ground clearances but there by increases the cost of material. Sometimes, tower type has to be changed to adapt to different heights.

3.1.2 Climatic Loads

30. Climate change is likely to induce changes in hydro meteorological parameters like evaporation, evapotranspiration, wind direction and wind speed etc. There are random loads imposed upon tower, insulator string, conductor and ground wire due to action of wind on transmission line and do not act continuously.

Increase in intensity of cyclones (wind speeds) 31. Withstand cyclonic force winds (at a minimum for winds and impacts consistent with a Category 4 cyclone). Increase in Wind velocity will increase apparent weight of the conductor, as a result increase in tension and due to increase in temperature there will be increase in sag. The span of the transmission line may be decreased in case of coastal lines.

32. Along with heavy rains during the north east monsoon in Tamil Nadu, the atmospheric depression and cyclones also hit the state. Due to climate change, if the cyclone intensities increase, they would have implications on power lines in the coastal zones.

Increase in heavy precipitation events/flooding

33. Towers, substation equipment, transformers, control panels, capacitor banks and diesel generator sets and other infrastructure located at a suitable elevation above the projected upper limit of sea level rise on the eastern coast of India or at an elevation based on the highest flood level (localized inundation) linked to extreme rainfall events11, whichever is higher.

Seawater intrusion and drought

34. A larger area and deeper inland areas are likely to be inundated with salt water from the sea due to formation of higher storm surges. Districts along the Tamil Nadu coast are at risk.

35. Also, any increase in spatial variability in precipitation, prolonged drought periods (i.e., drought conditions every five years) and risk of flooding of low-lying areas from extreme rainfall events. In both situations, the substations will be located away from any low lying areas whereas the towers need to be placed on pedestals to avoid flooding of the base.

3.2 Tamil Nadu Government Strategy for Climate Change Energy Sector

36. Climate change impacts on coastal zones in general and specifically, along the east coast of India (including Tamil Nadu) have been briefly discussed in Chapter 2. The long Tamil Nadu coastline with thirteen coastal districts forms a fairly large contiguous and narrow coastal strip dotted with fragile ecological features and significant development activities. There are major existing and proposed, economic and infrastructure development, including ports, power plants, highways and even airports, which are being planned very close to the shoreline along India’s coast.

37. Tamil Nadu being a coastal state is highly vulnerable to seasonal fluctuations in terms of rainfall, temperature, relative humidity, wind speed etc., causing uncertainty in agricultural production. Due to the effects of cyclones and monsoon in the , crops in coastal areas almost every year are heavily damaged. The saline and alkaline soil in coastal areas is a

11 Extreme rainfall—defined as the top five percent of rainy days.

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major setback to agricultural activities in coastal areas.

38. It is likely that sea level rise will affect the coastline of India in a variety of ways, including inundation, flood and storm damage associated with severe cyclones and surges, erosion, saltwater intrusion, and wetland loss.

39. Energy consumption of a city is closely related to its ambient temperature. However, urban temperature is changing because of heat island effect and global warming. IPCC forecasts that the global temperature will be rising in the next 100 years; the temperature rise in 2100 relative to 2000 would range from 1.4 to 5.8oC under different adaptation scenarios. Further, there have been a number of scientific studies which estimate that, with a 1oC ambient temperature rise, the consumption of electricity would increase by 9.2% of domestic consumption, 3% of commercial consumption and 2.4% of industrial consumption, Funga et al, 2006. In the case of Tamil Nadu, the mean of the locations studied under the HadCM3 A1B scenario indicates likely rise changes in maximum temperature.

40. Based on the above, it is estimated that there would be approximately a 14-15% increase in electricity consumption in the state, due to temperature rise. Other factors such as increasing growth of domestic consumers, increase in consumption due to growth in GDP etc., increase in electricity coverage area, etc. would continue to have a bearing on electricity consumption Tamil Nadu has been plagued with acute power shortages since the last few years. The energy and peak shortages stood at 6.5% and 11.0% respectively in 2010-11. With increase in temperature and resultant increase in the use of fans, air-conditioners, the peak usage is bound to increase in a climate- constrained scenario.

41. The state has recognized some of these weak links and a state mission specifically with the mandate to ensure coordination of all departments for energy efficiency and conservation has been created. Some of the key concerns and strategies are given below:

Table 3.1: Key Strategies to Address Climate Concerns for the Energy Sector Issues of Concern from a Strategies to Address it Climate Perspective Energy scarcity in an Promoting energy efficiency and sustainable use of electricity at all increased demand, low levels and categories of usage such as: supply scenario due to • Identifying and converting the lighting devices in all key climate induced government buildings to energy efficient lighting by 2015 circumstances amongst • In a phased wise manner, converting all street and public other contributors lighting to LED Lighting • Energy auditing of all government buildings • Promotion of building star rating systems and incorporate building by-laws for energy conservation • Program for awareness building on BEE star labelled appliances • Initiating and Implementing demo projects on energy efficiency in commercial sector • Reducing T & D Losses • Stringent implementation of Demand Side Management across all key energy sectors • Investment to strengthen grid and smarten the grid. This would also include imposing norms on Independent Power Producers particularly for large wind farms of 10 MW and above to an accuracy of 70 percent • Take a lead to setup as upload dispatch centre for renewable energy generation Increasing carbon emissions • Reducing the dependence on central grid of energy supply by

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Issues of Concern from a Strategies to Address it Climate Perspective due to temperature rise – augmenting own clean electricity generation capacities higher consumption of • In addition to promoting wind, proactive policies to promote conventional fuel for solar generation as well producing energy to meet • Exploring possibilities of decentralized renewable enhanced demands Impacts on forests cover • Increasing de-centralised energy applications to avoid forest due to cutting and lopping of area lines trees for various projects • Ensuring energy access for all Source: Tamil Nadu State Action Plan for Climate Change

3.3 Summary 42. As the climate changes, the Tamil Nadu state, whose economy relies on its coastal assets, it must prepare to respond by designing suitable adaptation measures. To effectively address the challenges that a changing climate will bring, climate adaptation actions must complement each other, efforts within and across sectors must be coordinated. These approaches have been viewed as alternatives, rather than as complementary and equally necessary approaches.

43. The strategy considers the prevailing developmental process-its achievements and losses; as well as identification of solutions and actions, as may be required at various levels such as regulatory, institutional, program, policy and plan.

4. CLIMATE CHANGE IMPACTS THAT CAN AFFECT PROJECT COMPONENTS 44. The state of Tamil Nadu, the 11th largest state in India, is located in the country’s southern part. It has a total area of 130,058 km2 and 1,076 km of coastline. To its east is the Bay of Bengal and at its southernmost tip is the town of Kanyakumari (the meeting point of the Arabian Sea, the Bay of Bengal and the Indian Ocean). Tamil Nadu’s population is 76.67 million per the 2018 statistics. Tamil Nadu is the most urbanized state in India with a population density of 586 persons/sq.km, which is significantly higher than the Indian average of 400 persons/sq.km.

45. Tamil Nadu is bound on the western boundary by the Western Ghats (mountain range) and falls on the leeward side of the mountain range thus receiving a relatively lower quantum of the rainfall from the southwest monsoon. The eastern parts comprise coastal plains. The central and the south-central regions are arid plains and receive lesser rainfall than the other regions. The general drainage trend for the river system in Tamil Nadu is from west to east into the Bay of Bengal.

46. The study, “Future Sea Level Rise: Assessment of Loss and Damage in Chennai in 201512”, projects that between 143 sq.km. to 356 sq.km. of land in Tamil Nadu will be submerged if sea levels rise by one metre to three metres by the middle of the century. India has a 7,500-km- long shoreline and the 1,076 km Tamil Nadu coastline makes up 15% of this. Nearly 35% of the country’s population lives within 100 km of the shore. Economic growth in past decades has coincided with increased investment in infrastructure and development activity along the shoreline.

4.1 Temperature 4.1.1 Temperature – Past Trends

47. Tamil Nadu can be divided broadly into two natural divisions: (a) the coastal plains, and (b) the hilly western areas. The proximity of sea influences the climate of the eastern and southern parts of the state, which have mild winters and humid summers; while the remaining part of the state have a sub-tropical climate that is hot and seasonally dry. Average temperature in the plains

12 Study was conducted by the Indo-German Centre for Sustainability at the Indian Institute of Technology, Madras, and presented at the Madras Institute of Development Studies on January 20.

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varies between 21.6ºC and 31.8ºC and in the hilly areas varies between 9.4ºC and 22.8ºC. The mean annual temperature is 28.2ºC in the plains and 15.2ºC in the hills.

4.1.2 Change in Temperature (Increase)

48. Mean annual temperature is projected to increase by up to 2ºC by the 2030s and by up to 4.3ºC by the end of the century (2100). The maximum temperature across the state of Tamil Nadu is projected to increase by 1ºC, 2ºC and 3.1ºC for the periods 2010-2040, 2040-2070, 2070- 2100 respectively with reference to the baseline 1970-2000 (SRES A1B scenario)13.

49. It can be observed that the overall trend points to a marked increase in both the minimum and maximum temperature bands across the state in all the sub-project areas. It should also be mentioned that, while the SRES A1B scenario projects introduction of efficient technologies in the latter half of the century, the impact of governmental actions on lowering greenhouse emissions is expected to mitigate the risks of temperature increase thereby lowering the overall impact on resources. However, it is important to consider that the projected increase in surface temperatures can affect surface water evaporation and flows, as well as groundwater systems.

50. All climate models project an increase in the number of warm nights by the end of the 21st century. The increase in the number of warm nights ranges from 40% of nights to 85% of nights. Higher temperatures and fewer cool nights will increase evaporation of surface waters elevating household demand for water supplies and irrigation. Research has indicated that a one (1) degree increase in temperature can increase the moisture absorption capacity of the atmosphere by about 7%14.

4.1.3 Temperature Projections Maximum Temperature:

51. District wise changes (Figure 4.1) indicate a general maximum increase of about 3.4ºC over the North western districts of Nilgiris, Coimbatore, Tiruppur and western parts of Dindigul District at the end of the century. The maximum increase of about 2.1ºC is seen over Dindigul, Karur, Perambulur, Theni, Villupuram while 2.20C at Tiruppur by 2040-2070.

Table 4.1: District-wise Projected Change in Maximum Temperature in 0C with Reference to 1970-2000* District Name Change in maximum temperature in ºC with reference to 1970-2000 2010-2040 2040-2070 2070-2100 Ariyalur 1.1 1.9 3.1 Chennai 1.0 2.0 3.1 Coimbatore 1.3 1.9 3.1 Cuddalore 1.1 2.0 3.2 Dharmapuri 1.1 2.0 3.2 Dindigul 1.2 2.1 3.3 Erode 1.2 2.0 3.2 Kancheepuram 1.1 1.8 3.0 Kanyakumari 1.0 1.7 2.7 Karur 1.2 2.1 2.3 Krishnagiri 1.2 2.0 3.2

13 The Special Report on Emissions Scenarios (SRES) is a report by IPCC that was published in 2000. The greenhouse gas emissions scenarios described in the Report have been used to make projections of possible future climate change. A1B scenario deals with balance emphasis on all energy resources. 14 Kevin E Trenberth, 2007 “The Impact of Climate Change and Variability on Heavy Precipitation, Floods and Droughts”, United States National Centre for Atmospheric Research, National Science Foundation, Boulder, Colorado, USA: Encyclopedia of Hydrological Sciences.

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District Name Change in maximum temperature in ºC with reference to 1970-2000 2010-2040 2040-2070 2070-2100 Madurai 1.2 1.8 3.0 Nagapattinam 1.0 1.6 2.7 Namakkal 1.2 2.0 3.2 Nilgiris 1.3 2.1 3.2 Perambalur 1.2 2.0 3.3 1.0 1.7 2.9 Ramanathpuram 0.9 1.6 2.7 Salem 1.2 1.9 3.2 1.1 1.9 2.7 1.0 1.8 2.9 Theni 1.2 2.1 3.3 Thiruvallur 1.1 1.6 2.8 Thiruvannamalai 1.2 2.0 3.2 1.0 1.1 2.3 Thoothukudi 1.0 1.8 2.8 Trichy 1.2 2.0 3.3 1.0 1.8 3.0 Tiruppur 1.2 2.2 3.4 Vellore 1.1 1.9 3.2 Villupuram 1.1 2.1 3.4 Virudhunagar 1.1 1.9 3.1 Rows in grey color represent project areas. * As per SRES A1B Standard

Figure 4.1: Change in Maximum Temperature (ºC) Projections for 2010-2040, 2040-2070, 2070-2100 with Reference to Baseline (1970-2000)

(Source: Centre for Climate Change and Adaptation Research (CCCAR), Anna University, Chennai) (Using IPCC A1B SRES)

4.1.4 Minimum temperature projections:

52. Projections of minimum temperature over Tamil Nadu as a whole for 2010-2040, 2040- 2070, 2070-2100 with reference to baseline 1970-2000 indicates that it is likely to increase by 1.1ºC , 2.4ºC and 3.5ºC respectively (Table 4.2).

53. District wise changes (Figure 4.2) indicate generally lesser changes over the western parts

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and close to the coast. A general rise in temperature is seen ranging from 1ºC to 1.5ºC for the period 2010 to 2040 and between 2ºC to 2.6ºC for the period 2040-2070 and between 2.7ºC to 3.8ºC for the period between 2070 to 2100. The southern districts Kanyakumari and Tirunelvelli show minimum increase, while the central interior districts Karur, Tiruppur, and Namakkal show maximum increase in the minimum temperature.

Figure 4.2: Change in Minimum Temperature (ºC) Projections for 2010-2040, 2040-2070, 2070-2100 Reference to Baseline (1970-2000) *

*(Source: CCCAR, Anna University, Chennai) (Using IPCC A1B SRES)

Table 4.2: District-wise Change in Minimum Temperature in ºC with Reference to 1970-2000* District Name Change in minimum temperature in ºC with reference to 1970-2000 2010-2040 2040-2070 2070-2100 Ariyalur 1.4 2.6 3.7 Chennai 1.1 2.2 3.2 Coimbatore 1.2 2.3 3.3 Cuddalore 1 2.2 3.3 Dharmapuri 1.2 2.4 3.6 Dindigul 1.1 2.3 3.4 Erode 1.3 2.6 3.7 Kancheepuram 1 2.2 3.3 Kanyakumari 0.8 1.8 2.7 Karur 1.5 2.6 3.8 Krishnagiri 1.3 2.5 3.6 Madurai 1 2.2 3.3 Nagapattinam 1.1 2.2 3.2 Namakkal 1.3 2.5 3.7 Nilgiri 1.2 2.3 3.3 Perambalur 1.1 2.3 3.5 Pudukkottai 1.1 2.3 3.3 Ramanathpuram 1.1 2.2 3.2 Salem 1.2 2.4 3.6 Sivaganga 1.1 2.4 3.5 Thanjavur 1 2.1 3.3 Theni 1 2.2 3.2

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District Name Change in minimum temperature in ºC with reference to 1970-2000 2010-2040 2040-2070 2070-2100 Thiruvallur 1.1 2.2 3.3 Thiruvannamalai 1.3 2.5 3.6 Thiruvarur 1.1 2.2 3.3 Thoothukudi 1.1 2.2 3.1 Trichy 1.2 2.4 3.6 Tirunelveli 0.55 1.65 2.65 Tiruppur 1.42 2.62 3.62 Vellore 1.3 2.6 3.7 Villupuram 0.9 2.1 3.1 Virudhunagar 0.85 1.95 2.95 (Source: Centre for Climate Change and Adaptation Research, Anna University, Chennai) Rows in grey color represent project areas. * As per SRES A1B Standard

4.1.5 Risk Management within sub-project

54. The proposed transmission lines are designed to withstand the project increase in temperature. The increase in line sag has been taken into account in designing the tower spans. The thermal limit on current carrying capacity has been set after taking into account the expected maximum ambient temperature. The increase in ambient temperature will result in reduction in line resistance and reduced transmission losses. However, the efficiency (due to higher iron losses) and overload capacity of power transformers will be reduced and this has been taken into account.

4.2 Change in Precipitation 4.2.1 Rainfall - Observed Pattern

55. The state mainly receives its majority of its rainfall in three seasons: the southwest monsoon, the northeast monsoon and the pre-monsoon season. The normal average annual rainfall is 958.4 mm. About 50% of the total annual average rainfall is received during northeast monsoon and about 31% during the southwest monsoon. The coastal districts receive about 65– 75% of the annual rainfall land and interior districts get about 40-50% in this season. The percentage share of rainfall of different locations coastal/inland/hilly stations for four seasons are given in the Table 4.3. The hilly regions in the west and hilly/plain lands in north western half of the region receive major share from south west monsoon. Figure 4.3 shows the spatial pattern of rainfall during north east monsoon season.

Table 4.3: Seasonal Rainfall of Selected Stations in Tamil Nadu * Stations Lat. Long. Percentage share of rainfall in various seasons Winter Pre-monsoon South-west North-east monsoon monsoon Meenambakkam 13.07 80.19 2.2 5.3 33.5 59.0 Nungambakkam 13.07 80.25 3.6 5.0 30.8 60.6 Vellore 12.92 79.15 3.0 10.1 46.1 40.8 Kanchipuram 12.83 79.72 2.9 7.0 43.7 46.4 Chengulpattu 12.70 79.95 3.1 5.6 38.4 53.0 Tiruvannamalai 12.23 79.08 3.9 10.8 43.7 41.6 Dharmapuri 12.13 78.18 2.3 18.9 42.4 36.4 Villupuram 11.93 79.50 4.0 7.3 38.3 50.3 Cuddalore 11.77 79.77 5.2 6.3 26.3 62.1 Salem 11.65 78.18 1.8 17.3 49.7 31.3 Ooty 11.40 76.73 2.7 20.6 45.9 30.9 Erode 11.35 77.67 3.3 20.2 35.2 41.3

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Stations Lat. Long. Percentage share of rainfall in various seasons Winter Pre-monsoon South-west North-east monsoon monsoon Mettupalayam 11.30 76.25 7.8 21.4 19.4 51.4 Coimbatore 11.03 77.05 3.5 20.7 24.8 51.0 Karur 10.95 78.09 2.1 16.9 26.3 54.7 Tanjavur 10.78 79.13 5.7 11.1 34.1 49.2 Tiruchirapalli 10.77 78.72 3.8 15.0 35.2 45.9 10.37 79.85 21.5 8.4 13.6 56.5 Dindigul 10.35 77.97 4.8 16.2 29.7 49.3 Adiramapattinum 10.33 79.88 6.2 11.7 27.4 54.7 Kodaikanal 10.23 77.47 6.0 21.2 34.3 38.4 Madurai 9.92 78.12 1.9 12.6 37.0 48.5 Tondi 9.77 79.03 5.2 16.2 16.3 62.3 Virudhunagar 9.68 77.97 4.5 20.0 29.0 46.5 Tuticorin 8.80 78.15 8.0 17.7 5.4 68.9 Palayamkottai 8.73 77.75 9.8 18.4 9.7 62.1 8.50 78.12 12.1 12.7 3.3 71.8 Kanyakumari 8.08 77.05 3.6 17.5 29.1 49.8 Tamil Nadu 4.3 13.1 31.9 50.7 Source: http://www.tn.gov.in/dept.st/climate and rainfall.pdf Rows in grey color represent project areas. * As per SRES A1B Standard

56. A review study carried out by Jain and Kumar (2012)15, indicates that the annual rainfall has increased by +8.5 percent and +4.4 percent in the Cauvery river basins and the river basins north to Cauvery river basin in Tamil Nadu respectively in the last 100 years with respect to the average rainfall during this period. The river basins that are in the south of the Cauvery river basin have experienced decrease in annual rainfall by -9.8 percent. An analysis of annual rainy days indicates that there is no change in the Cauvery basin in the last 100 year period. However, the river basins north and south of the Cauvery basins have experienced decreasing trend by -3.6 percent and -32.3 per cent. The quantified changes in annual rainfall and number of rainy days is indicated in Table 4.4 at annual and seasonal levels.

Table 4.4: Changes in Annual and Seasonal Rainfall and in Number of Rainy Days in the Last 100 Years * Basin Annual Pre-monsoon Monsoon Post Winter Monsoon R f RD R f RD R f RD R f RD R f RD EF1 0.044 -0.032 -0.345 -0.032 -0.214 -0.047 0.659 0.000 0.197 0.000 Cauvery 0.879 0.000 -0.563 0.000 0.075 0.028 1.748 0.050 0.024 0.000 EF2 -0.950 -0.333 -0.800 -0.143 -0.500 -0.125 0.491 0.000 -0.246 -0.032 Rf: Rainfall in (mm/yr); RD: Rainy days (Days/yr) EF1 – East flowing river basins that are North of Cauvery river Basin EF2- East flowing river basins that are South of the Cauvery river Basin * As per SRES A1B Standard

15 Trend analysis of rainfall and temperature data for India SK Jain, V Kumar- Current Science () 102 (1), 37-49

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Figure 4.3: Rainfall (mm) over Tamil Nadu during (a) Oct; (b) Nov; (c) Dec; and (d) NE Monsoon Source: Tamil Nadu State Action Plan for Climate Change (Using IPCC A1B SRES)

57. Spatial distribution of the rainfall received over Tamil Nadu is highly variable. Rainfall over coastal areas is more and decreases in the inland areas since the rainfall causing systems are forming over Bay of Bengal and moving towards the coast of Tamil Nadu. Also, the rainfall over northern end is more than the southern locations.

4.2.2 Rainfall Projections Annual Rainfall: 58. The rainfall projection indicates a slight decrease of about 50 mm by end of the century (2070-2100) with reference to the baseline16 (Fig.4.4). However, district wise projection indicates variant distribution which has been given in Table 4.5.

Seasonal Rainfall: 59. South west and north east monsoons being principal rainy seasons, analyses have been carried out for these two seasons. North east monsoon may experience more intense rainfall when compared to south west monsoon by end of the century.

16 The projections of temperature and precipitation based on UK Met Office Hadley Centre regional climate model PRECIS with boundary data inputs from 6 out of 17- member perturbed-physics ensemble (HadCM3Q0-Q16, known as 'QUMP').The model was run at CCC&AR, Anna University at a spatial resolution of 25 km x 25 km and the GHG emission drivers are generated by the IPCC A1B SRES scenario. Source: Tamil Nadu SCCP Final Report.

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Table 4.5: District-wise Percentage Change in Annual Rainfall with Reference to 1970-2000* Districts 2010-2040 2040-2070 2070-2100 Ariyalur -6 -7 -3 Chennai -9 -14 -4 Coimbatore -3 4 6 Cuddalore -6 -6 3 Dharmapuri -5 -4 -3 Dindigul -4 -3 1 Erode -6 -6 0 Kancheepuram -8 -12 -3 Kanyakumari 6 11 6 Karur -3 -3 -2 Krishnagiri -4 -5 -2 Madurai -2 0 1 Nagapattinam -7 -5 3 Namakkal -4 0 -3 Nilgiri -3 5 7 Perambalur -6 -6 -3 Pudukkottai -6 -1 9 Ramanathpuram -4 2 9 Salem -4 -1 -3 Sivaganga -4 -2 4 Thanjavur -6 -1 7 Theni -7 0 4 Thiruvallur -6 -13 -5 Thiruvannamalai -6 -11 -7 Thiruvarur -7 -2 8 Thoothukudi -1 8 19 Trichy -5 -2 -2 Tirunelveli 1 6 6 Tiruppur -7 -3 2 Vellore -6 -11 -6 Villupuram -7 -9 1 Virudhunagar -7 1 7 (Source: Centre for Climate Change and Adaptation Research, Anna University,Chennai) Rows in grey color represent project areas. * As per SRES A1B Standard

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Figure 4.4: Change in Annual Rainfall (mm) Projections for 2010-2040, 2040-2070 and 2070-2100 with Reference to Baseline (1970-2000) *

*(Source: CCCAR, Anna university) (Using IPCC A1B SRES)

60. Increased precipitation variability can impact quantity and quality of surface source availability and flows. Flooding risks and flash flood flows from extreme rainfall events can damage infrastructure (foundations, underground installations, transformation equipment etc.) located in the path of flow. The increased frequency of extreme rainfall events, combined with loss of vegetative cover and drainage asset mismanagement (Janakarajan et al, 2006) is likely to increase the extent and frequency of river flooding. Severe, intense rainfall events are expected to increase significantly, which can inundate transmission equipment and cause interruption in service delivery.

61. Higher temperatures and lower precipitation are likely to increase the frequency, intensity and duration of droughts. Prolonged drought events are expected to occur on average of every 5 years. Tamil Nadu is significantly dependent on monsoon rains for water resources recharge. The highly variable spatial distribution of rainfall can lead to acute water scarcity and severe drought conditions across the state particularly in the north-western regions such as Vellore. Variation in annual average rainfall can be as high as 25%.

Extreme Rainfall 62. Long term studies carried out for the period 1901- 200517, indicate that Tamil Nadu is experiencing more dry days than wet days every year. However, there has been a significant increase in heavy precipitation events as indicated in the recordings of the IMD (India Meteorological Department) observing stations in the State (Figure 4.5). Increase in one day extreme rainfall events of the order of 5 to 10 cm has been observed along the northern coast of the State. In rest of the State, the extreme rainfall event has increased by less than 5 cm or less. The analysis of 25‒year return period of rainfall shows a large variation from 10cm in the western parts of Tamil Nadu to 25 cm and more in the northern and central coastal regions of the State.

17 Impact of climate change on extreme rainfall events and flood risk in India, Journal of Earth System Science, June 2011, Pulak Guhathakurta, O. P. Sreejith, P.A. Menon

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Figure 4.5: Stations with Significant Increasing/Decreasing Trends in One Day Extreme Rainfall

Rainfall and water balance projections in Mid Century 63. In support to the National Water Mission’s National Action Plan on Climate Change (NAPCC), the Asian Development Bank18 had carried out a study during 2011 to assess the likely changes in water balance projections for the Cauvery river basin which occupies about one third portion of geographical area of Tamil Nadu and is the main river basin in the state, shared along with the State of Karnataka. (Figure 4.6, and Table 4.6). The study uses SWAT (Soil and Water Assessment Tool) model with inputs from PRECIS19 Regional Climate Model run on IPCC A1B SRES. One realisation of the HADCM3 QUMP (Quantifying Uncertainty in Model Predictions, Q14) has provided the boundary conditions for the PRECIS run.

18 TA 7417- IND: Support for the National Action Plan on Climate Change Support to the National Water Mission 19 The PRECIS climate model (stands for "Providing Regional Climates for Impacts Studies") is an atmospheric and land surface model of limited area and high resolution which is locatable over any part of the globe

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Figure 4.6: Boundary of the Cauvery River Basin

64. The projections under the A1B scenario indicate the following: • Annual Rainfall – There is no significant change of annual rainfall until mid-century A1B scenario. Annual precipitation is highest in the Cauvery delta and in the northwest of the basin where over 1000 mm occurs. • Changes in annual average evapotranspiration – These values are projected to increase during mid-century. • Southwest monsoon rainfall - For the southwest monsoon, the indications of the PRECIS A1B results are that there will be a reduction in precipitation by up to 10 percent by mid-century. The implications of this projection are increased demand for irrigation water in the upper basin, coupled with a reduction in surface water availability for the delta part. The surface water resource available to the Cauvery delta is likely to decrease during the southwest monsoon under this scenario. • For the northeast monsoon - the PRECIS A1B scenario indicates a 10 percent to 20 percent increase in precipitation in the Cauvery delta. Drainage is already a problem in the lower parts of the delta, and increased north east monsoon precipitation coupled with higher sea levels will exacerbate the problems. • Rainfall Projections by End of the Century: IIT Madras in collaboration with Tamil Nadu Agricultural University carried out a study to assess the likely rainfall scenario in

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the mid-century. This study was part of the ClimaRice20 project and was supported by the Norwegian Government. The climate change data used for this study was simulated by the GCM21 run by the International Pacific Research Centre (IPRC) Hawaii. Climate 22 change simulations were made using GFDL doubling of CO2 concentration in the end- century (A1B scenario) and the GCM results were downscaled to 25 km resolution using IPRC-Reg SIM model23. The results are shown in Figures 4.7 to 4.8.

Figure 4.7: Annual Rainfall - Baseline and Projections

Source –Tamil Nadu State Action Plan for Climate Change (Using IPCC A1B SRES)

Figure 4.8: Annual Rainfall Days in Baseline and End Century Scenario

Source –Tamil Nadu State Action Plan for Climate Change (Using IPCC A1B SRES)

20 ClimaRice is a research project on climate change adaptation and rice production, livelihoods and food security in Tamil Nadu and Andhra Pradesh, India. 21 Ocean general circulation model. 22 GFDL is the coupled atmosphere-ocean GCM. IPRC conducted down-scaling only. 23 IPRC Simulation model.

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Figure 4.9: Average rainfall intensity

Source –Tamil Nadu State Action Plan for Climate Change (Using IPCC A1B SRES)

Figure 4.10: Average rainfall intensity during south west monsoon (JJAS)

Source –Tamil Nadu State Action Plan for Climate Change (Using IPCC A1B SRES)

Figure 4.11: Average rainfall intensity during north east monsoon (ONDJ)

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Source –Tamil Nadu State Action Plan for Climate Change (Using IPCC A1B SRES)

Table 4.6: Changes in Precipitation in Mid-century (2021-2050) in the Cauvery Basin with respect to Baseline (1961-1990)* Scenario / Season Precipitation in mm Average annual rainfall (A1B baseline) 822 Average annual rainfall (A1B mid-century) 810 Net change in mm (-) 12 Percent change (-) 1.5 percent Average southwest monsoon rainfall (A1B baseline) 479 Average southwest monsoon rainfall (A1B mid-century) 455 Net change in mm 24 percent change 5 percent Average northeast monsoon rainfall (A1B Base line) 165 Average northeast monsoon rainfall (A1B mid-century) 169 Net change in mm 4 percent change 2 percent Source: ADB TA 7417 IND: Support for the National Action Plan on Climate Change Support to the National Water Mission Final Report, September 2011 reported in the Tamil Nadu State Action Plan for Climate Change * As per SRES A1B Standard

65. The following can be inferred from the above Table 4.6 and Figures 4.7-4.11: • Annual rainfall is predicted to increase considerably towards the end of century (2081- 2100) in Tamil Nadu. The results agreed with the basin level study carried out by ADB (2012) and the study done by Gosain et al. (2011) and several other studies that project an increase in rainfall for most parts of Tamil Nadu. • Though there is likely to be increase in rain fall annually, but the number of rainy days is likely to decrease by half in the end century scenario with reference to the base line. • Annual rainfall intensities are likely to increase by 7-12 mm/day. • Annual rain fall intensity is again likely to increase by 8-14 mm/day all across the state by the end of the century. • Rainfall intensities during South West monsoon is likely to remain at 3-6 mm/day in the coastal areas but in the rest of State it is likely to increase to increase to 9-16 mm/day • Rainfall intensity during the North East monsoon is likely to increase by 9-22 mm/day by the end of the century across the State, with heavier precipitation towards the coast • Annual rain fall intensity is again likely to increase by 8-14 mm/day all across the state by the end of the century.

4.2.3 Risk Management Response/ Recommendation The increase in average rainfall and decrease in number of rainy days implies an increase in number days with extreme rainy days. This will increase the probability of floods. The project specific recommendations are to locate the sub stations away from flood prone areas and low lying areas and to raise the foundation level of substations. The underground wiring of substations should be designed to withstand prolonged periods of water logging.

4.3 Cyclones/ Storm Surge – Observed Trends

4.3.1 Existing Cyclonic Activity Profile 66. Between 1891 and 2006 (115-year period), Tamil Nadu has been hit by about 32 cyclonic storms, of which 30 were severe cyclonic storms. Between 2006 and 2011, the total number of cyclonic storms that made landfall on the Tamil Nadu coast increased to 44, a sharp increase of frequency of cyclonic storms.

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67. The majority of cyclonic storms make landfall during the post-monsoon season over the northern coastal areas. The number of storms that make landfall over the northern portions of the Tamil Nadu coast is four times higher than the number of landfalls over the southern coast.

68. Available literature indicates that in the period 1960–2012, the storm surge range was 3 – 9.8 m high. Surges can be even higher if a cyclone makes landfall during high tide.

69. Flooding associated with storm surges is also associated with an increased extent of inland flooding (by up to 15%) (Janakarajan et al, 2006), increased inundation depth, increased coastal erosion (currently estimated at 1-m per year) (Mariappan, and Devi, 2012). It also leads to, damage to buildings and other structures from direct wave impact, hydraulic forces associated with waves and sub-surface water beneath buildings, and wave energy reflected from protruding structures. Increased hydraulic forces and wave energy, in turn, trigger increased inland scouring around foundations and increased landslide/ debris flows and volumes.

70. The Tamil Nadu coast also experiences periodic coastal flooding due to extreme storm surges, as well as storm surges riding over tides and cyclones. The coast of Tamil Nadu has been affected by cyclonic storms about 30 times with disastrous effects from 1900 to 2004. The districts affected include Chennai, Cuddalore (formerly South Arcot), Nagapattinam, Thanjavur, Ramanathapuram and Kanyakumari. Storm surges ranging from 4 to 12 m have been experienced by the Tamil Nadu coast (Sundar and Sundaravadivelu, 2005). The map below gives the risk zones associated with wind and cyclones (Figure 4.12).

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Figure 4.12: Wind and Cyclone Hazard Map of Tamil Nadu

4.3.2 Impact of Tsunami 71. After the 26th December 2004 tsunami, the soils in the coastal villages comprising Serudhur (near Velankanni), Pradhabaramapuram, Vellapallam (south of Nagapattinam), Erukkatancheri, Sathankudi, Kalamanallur, Manickapanngu, Pillaiperumanallur, Neithalvasal, Vellapallam (north of Nagapattinam) and Koozhaiyur, Nagapattinam district and Killai, Parangipettai, Devanampattiman, Thazhanduda and Uppalvadi, Cuddalore District were affected. The massive quantity of seawater that inundated the coastal agricultural lands for 0.5 to 2.0 km area inland, due to reasons of poor drainage, stood for a few days affecting the quality of soil and groundwater. The electrical conductivity (EC) of soil and shallow groundwater increased by about 10 times and 15 times respectively, and the degree of variations differed from place to place.24

24 Chandrashekaran, H., V. P. Singh, D. U. M. Rao, M. Nagarajan, B. Chandrasekaran 2005. Effect of tsunami on coastal crop husbandry in parts of Nagapattinam district, Tamil Nadu, Current Science, Vol. 89, No. 1, 10.

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4.3.3 Impact of Cyclone 72. The cyclone ’OCKHI’ which hit the southern coastal districts of Tamil Nadu on 30.11.17, with a wind speed of about 55 to 65 Km/h followed by heavy rainfall in Kanyakumari and Tirunelveli Districts inundated paddy crop raised in an area of 10,547 acre and the heavy wind in uprooted several coconut trees resulting in colossal crop damage.

73. Another severe cyclonic storm Gaja that crossed Tamil Nadu and Puducherry coast between Nagapattinam and Vedaranniyam in the early hours of 16-11.2018 with a wind speed of 100-110 kmph gusting to 120 kmph brought heavy rain in the coastal districts (according to the India Meteorological Department). The state government has estimated that the cyclone uprooted over 170,000 trees and damaged about 117,000 houses. The cyclone also damaged electricity transformers and power lines, cutting off electricity in several districts such as Thanjavur, Tiruvarur, and Nagapattinam districts.

4.3.4 Coastal inundation and damages 74. District level analysis by Byravan et al (2011), show that the area at greatest risk are the five coastal districts, Nagapattinam, Thiruvarur, Thanjavur, Pudukottai, and Ramanathapuram, as along the coast line the areas in these districts are below 10 m of the current mean sea level. They are constantly at risk because of the storm surges that already affect them. For the remaining eight coastal districts, the coastal area that lie below 5 m elevation relative to current mean sea level is estimated to be at risk.

75. A 1 m rise in average sea level would permanently inundate about 1091 square kilometres along the Tamil Nadu coast, but the total area at risk would be nearly six times as much. The same report estimates that the total replacement value of infrastructure (Ports, power plants and major roads) impacted by sea level rise to be between Rs. 474 billion and Rs. 535 billion (in 2010 terms). The present value of wetlands (estimated in terms of foregone ecosystem services through 2050) impacted by sea level rise is estimated to be between Rs. 35 billion and Rs. 147 billion. By far the largest impact are estimated to be on the land at risk, whose market value is estimated to be between Rs. 3,176 billion and Rs. 6,1154 billion. In comparison, Tamil Nadu’s annual Gross Domestic Product is estimated to be around Rs. 2,500 billion, indicating that very significant value is at risk along the coast due to climate change impacts from sea level rise alone.

76. Further, analysis of storm surge that can have return periods25 upto 50 years indicates that the return period of storms with pressure systems at 66 hPa can be every 50 years (Table 4.7)26. Based on this return period, its seen that the storm surge height along the sea coast of Tamil Nadu can be as high as 3-6 m at the northern tip of the state and at Ramanathapuram and Kanyakumari (Figure 4.13), inundating a large area land ward.

25 The recurrence interval is based on the probability that the given event will be equaled or exceeded in any given year. 26 Return period is the number of years, ‘the reciprocal of which gives the probability of extreme wind exceeding a given wind speed in any one year (Source: IS 875 (part 3): 1987).

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Table 4.7: Return Periods of Storm Surges of Different Strengths Return Period (Years) P (hPa) in Tamil Nadu 2 13 5 25 10 35 20 48 25 52 50 66

Figure 4.13: Probable Maximum Surge Heights (m) of Surges with a 50-year Return Period27 4.3.5 Projected Cyclonic Activity/Trend 77. The Indian National Ocean Information Services considers the coastal areas in Tamil Nadu as High-Risk Zones for storm surge based on coastal elevation, average forward speeds of cyclones and the history of landfall locations.

78. Current projections for the Probable Maximum Storm Surge (PMSS) heights along the Tamil Nadu Coast vary from about 3–9.8 m, with a median of about 4.5 m along the coast. All coastal areas below 10 m in elevation are considered at risk of higher storm surges and more frequent flooding. However, in the case of Chennai, coastal areas below 5 m in elevation are projected to experience PMSS height of 2.9 m. The east-central districts of Nagapattinam, Thanjavur, Ramanathapuram, Pudukottai and Tiruvarur are at a higher risk level in comparison (ranging from 4.2 to 8.5 m). Future projections of PMSS for the end of century scenario (2080s) have been made considering land uplift (or) subsidence factors and return period of storm surge and indicate that under the 5 m average elevation, coastal areas in Chennai are expected to experience PMSS height of 4.19 m28.

27 The numbers in the figure shows the surge heights. 28 Kalsi, S.R. N. Jayanthi, Y.E.A. Raj, and S.K.R. Bhomik, 2007 “Probable Maximum Storm Surge Heights for the Maritime Districts of India”, New Delhi, Indian Meteorological Department.

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79. “The Climate Change and India: a 4X4 assessment”, a sectoral and regional analysis for 2030’s report published by the Ministry of Environment, Forests and Climate Change (MoEFCC), Government of India (GoI) in 2010, concludes, that in future, the number of cyclones hitting the eastern Indian coast including Tamil Nadu is likely to reduce, however, the intensity i.e., the wind speed of the cyclones may increase.

4.3.6 Risk Management Response 80. It is recommended that the design and engineering plans adopt a structural standard that will allow all building envelopes and other critical structures to withstand cyclonic force winds (at a minimum for winds and impacts consistent with a Category 4 cyclone). High winds speed and flooding of all types are likely to affect connectivity of critical infrastructure (such as access routes and communication). Designs aim to reduce loss of connectivity due to structural damage and network breakdowns. The transmission lines in particular required to withstand higher wind speeds (wind zone 2 – 4 corresponding to wind speed of more than 150 km/hr.)

4.4 Sea Level Rise 4.4.1 Sea Level Rise – Past Trend 81. The mean sea level rise trend off the Chennai coast is 0.32 mm/year, estimated with a 95 percent confidence interval of +0.37 mm/year based on monthly mean sea level data for the period 1916 to 2008 which is equivalent to a change of 0.10 feet in 100 year (http://tidesandcurrents.noaa.gov/sltrends/).

82. The programme on Coastal Ocean Monitoring and Prediction System (COMAPS) is being operated along the Indian coastal areas since 1991 deals with sea level rise.

4.4.2 Sea Level Rise – Projections 83. The mean sea level in the Bay of Bengal is projected to increase by 0.6 to 1.1m by the period 2081–2100.29

84. Using CLIM SYSTEM - a model used for predicting sea level rise, with climate inputs from various GCMs (Global Climate Model). It is projected that by the end of the century i.e. by 2100 the sea level may rise of Tamil Nadu coast is likely to range from 0.19 m to a maximum of 0.73 m. See Table 4.8 below (which gives global and regional projections which are also applicable to Tamil Nadu).

Table 4.8: Projection of Sea Level Rise Based on Different IPCC SRES Scenarios IPCC SRES Global Projections Regional Projections 2100 Scenarios 2100 1.097 m 1.252 m B1 0.18 to 0.38m 0.19 to 0.41m 0.22 to 0.47m B2 0.20 to 0.43m 0.21 to 0.47m 0.25 to 0.53m A1B 0.21 to 0.48m 0.23 to 0.52m 0.26 to 0.60m AIT 0.20 to 0.45m 0.21 to 0.49m 0.25 to 0.56m A2 0.23 to 0.51m 0.25 to 0.55m 0.28 to 0.63m AIF1 0.26 to 0.59m 0.28 to 0.64m 0.32 to 0.73m (https://www.ipcc.ch/pdf/special-reports/spm/sres-en.pdf)

85. Sea level rise is likely to increase coastal flooding and salinity ingress in coastal surface waters and rivers. Increased intrusion of saline water into aquifers – especially as groundwater withdrawal rates increase is also expected. Coastal areas in Chennai already suffer from groundwater contamination due to salinity specifically during summer season. Exposure to saline water may also affect foundations/structures, earthing, insulations etc., with further impact on shortened service life.

86. Coastal flooding may also occur from an earthquake-triggered tsunami. The 2004

29 Global anecdotal evidence has shown that the higher range of sea level rise is eventuating earlier than projected

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earthquake in Aceh, Indonesia triggered a massive tsunami that struck the Tamil Nadu coastline causing significant loss to life and property. Subsequently, the state embarked and instituted several early warning and protective measures such as evacuation routes, declaring no-activity zones in conjunction with Coastal Regulation Zone (CRZ) notification by MoEFCC, GoI to mitigate the risks of damage from such incidents.

87. Most of the vital installations and infrastructure are located along the coast in Tamil Nadu. The sea level along the coastline is varying (Figure 4.14). This variability also puts at risk the infrastructure being developed along the coast as in most places it is not following any constant trend which can be modelled and projections can be made so as to make coastal infrastructure safe30. Sea level rise due to global warming is happening in the background as well. While the quantum of sea level rise is being debated, the fact that sea level would rise due to global warming is not doubted and it is putting coastal systems at risk.

Figure 4.14: Trends of Sea Level between 1989 and 2009 Observed in Specific Areas Along the Coast Line in Tamil Nadu

30 Trends for Chennai and Tuticorin are negative. Globally, sea levels have been rising at approximately 3 mm/year for the last decade or two, and they are projected to increase in a non-linear fashion over the 21st century. It is not clear why measured SLR around the project area is so far out of line with global trends (e.g., excessive groundwater extraction was causing compaction of the coastal zone, observed rates should be higher than global mean rather than substantially lower).

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4.4.3 Risk Management Response 88. It is recommended that design and engineering plans consider locating infrastructure components such as substation equipment, transformers, control panels, capacitor banks and diesel generator sets and other infrastructure at a suitable elevation above the projected upper limit of sea level rise on the eastern coast of India or at an elevation based on the highest flood level (localized inundation) linked to extreme rainfall events, whichever is higher. Details of the applicable adaptation measures incorporated into sub-project designs are outlined in the subsequent section of this report. It is noted that the project assets (i.e. substations) are not located in the coastal areas. However, the project is providing connectivity to two coastal thermal power plants and these power plants are exposed to sea level rise and storm surges. The adaptation measures in these thermal power plants are beyond the scope of the project.

4.5 Other Climate Change Impacts 4.5.1 Impact of Climate Change on Avian Central Asian Flyway

89. The Central Asian Flyway is the shortest flyway in the world. More than 300 species travel along the Central Asian Flyway. Along India’s east coast, many important wader habitats have been severely degraded by a range of threats including the depletion of groundwater, saltwater intrusion, intensive illegal hunting and the extension of salt-based industries.

90. 13 coastal districts of Tamil Nadu would be adversely affected by climate change. Climate Change is projected to have an adverse impact on the ground water resources of the state. Biodiverse regions such as Pazhaverkadu, Kodikkarai, Mutthupet, Pichavaram, the Gulf of Mannar Biosphere Reserve, Pallikkaranai, Karikkili, the Vedanthangal Bird Sanctuary and the Guindy National Park would face severe loss of biodiversity. This will have severe effects on the migratory birds whose population in these areas will reduce drastically. Government of India has prepared National Action Plan for Conservation of Migratory Birds and their Habitats along Central Asian Flyway (2018-2023).

4.5.2 Risk Management Measures 91. The reduction in bird population in project would have no direct impact on transmission line assets. However, project will install bird divertors/spheres on the lines near the important bird areas (IBA) areas to avoid any bird collisions.

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5. CLIMATE RISK AND VULNERABILITY ASSESSMENT

92. The principal objective of this CRVA is to identify those components of the Project that are at risk of failure, damage and/or deterioration from extreme climatic events or significant changes to baseline climate design values (ADB, 2014b). The nature and relative levels of risk are to be determined in order to establish priorities for remedial action.

5.1 Methodology 93. The CRVA quantifies the risk exposure of the proposed systems in a qualitative manner by considering both the likelihood (as a general description of probability or frequency) and consequences (outcome) of the impact of an event within the context of municipal adaptive capacity (the ability to which a town is able to deal with the impacts of climate change).

94. The assessment identifies the relevant climate effects for the infrastructure components of the target system and screens them based on the performance response most likely required to address the disruption to service delivery. Each screening variable is reviewed and, where relevant, risk (impact) values are derived from assigning exposure and sensitivity factors to each interaction of climate variables and infrastructure components.

Figure 5.1: Illustrates the CRVA Methodology and its Key Factors.

Source: ADB TA (TA-9022 documents)

5.1.1 Projection Horizon 95. As noted in Section 2, the Project has a nominal 30-year design life for the planned systems, which corresponds to the climate projection horizon of 2050 (2041–2070) in India’s Second National Communication.

96. Assessment of the period beyond the 2050 timeframe was not undertaken as significant reconstruction and/or rehabilitation of the infrastructure would likely occur beyond 2050.

5.1.2 Hazard Characterization • Precipitation decrease coupled with temperature increase can lead to heating of conductors and substation switchgear thereby diversification measures for adapting to drought risks • Risk of increase of salinity intrusion in coastal areas could weaken foundations of towers. • Inundation of substations in coastal areas during storm events leading to loss of power/ disruption.

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• Additional costs of repair, renewals and replacements due to infrastructure damage to towers and substations. • Need to locate substations above HFL in coastal areas to prevent inundation due to storm surge during cyclones. • Detailed design to include raising/ strengthening tower foundations near coastal areas to mitigate risk of damage from wave action & high flows in rivers (bridge scouring). • Sea Level Rise coupled with storm surge events during high tide conditions can submerge infrastructure and communities in coastal areas and along tide-influenced rivers/ waterways. • Detailed design to consider protection for foundations in coastal areas and low-lying areas adjoining tide-influenced rivers/ waterways. • Need for additional protection to power infrastructure in transition zones (Zone III to IV) to ensure Earthquake Resistant Structures (ERS) code compliance. • Risk of damage to tower structures – both on level, riverine and elevated ground.

5.2. Sensitivity and Exposure Impact Assessment 5.2.1 Calculating risk 97. As global atmospheric temperatures rise steadily, warmer waters expand and glaciers melt in the Poles to raise the level of the sea, submerging low-lying coastal areas. Land subsidence, or the sinking of the earth’s surface, also takes place as a result of activities such as mining or the pumping of oil and gas. 98. To predict how much sea levels could rise, scientists use widely accepted scenarios of how greenhouse gases in the atmosphere may increase over time. These scenarios are built on assumptions of how fast global economies will rise and how well countries will do to keep their emissions in check. Scientists then model the impact of these emission levels on various physical systems of the planet. Two of the parameters thus mapped are global average temperatures and sea levels.

5.2.2 Vulnerability and adaptive capacity Assessment - Score/Ranking 99. Assessment of the sensitivity of the sub-project component in relation to the below listed factors are evaluated: - Proximity to physical features that can adversely affect operations during and in the aftermath of extreme climate events; - Adaptive capacity available/ that can be built-into detailed design measures to enhance climate resilience; - Assessments performed at the sub-project area; - Necessary field observations.

100. Methodology for baseline establishment of categorization/ranking (i.e. as low, med or high) is outlined in the following table. The characterization of Low / Medium / High has been performed based on specific parameters or metrics which will correlate the Hazard-Exposure-Vulnerability Risk (HEVR) indicator to vulnerability of sub-project at a component level:

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Table 5.1: Hazard Characterization and Vulnerability Ranking Criteria Hazard Vulnerability Assessment - Ranking Criteria Characterization Low Low to Medium Medium Medium to High High Temperature Overall Decreasing Nominal change in Nominal change in Moderate increase in Significant increase Increase Trend either Maximum or both Max and Min both Max and Min in both Max and Min Minimum Temp Temp bands and Temp Bands. Temp Bands. bands over projected nominal decrease in Also lower spectrum Higher spectrum period rate of change change in Coeff of change in Coeff of Variation (i.e. rate) Variation Precipitation Change Significant increase Significant increase Marginal increase or No change in Significant decrease (Rainfall Decrease) in rainfall year round in Monsoon season. no change in monsoon season. in rainfall year round Moderate increase in monsoon. No change Moderate decrease in other seasons. or minimal decrease other seasons in other seasons Drought / Salinity Water Sufficient Water Sufficient Water Stressed Water Scarce Severe Scarcity Ingress in Surface Annual per capita Annual per capita 1,000 > 1,700 m3 500 > 1,000 m3 < 500 m3 Waters water availability31 > water availability (and/or) Perennial (and/or) Seasonal 1,700 m3 >1,700 m3 Intra-state Flow / Trans-Boundary (or) Perennial Trans- (or) Seasonal Trans- Water Availability Water Availability Boundary Water Boundary Water Availability Availability Cyclone & Storm No Severe Cyclones Low incidence of Moderate incidence High incidence of High incidence of Surge w/ 100-yr return Severe Cyclones w/ of Severe Cyclones Severe Cyclones w/ Severe Cyclones w/ Cyclones event 100-yr return w/ 100-yr return 100-yr return 100-yr return frequency in Low Moderate event Relatively high event Relatively high event Relatively high event Band of Incidents frequency of frequency of frequency of frequency of Logged. Cyclones. Cyclones. Cyclones. Cyclones. Inland areas w/ no Inland areas w/ no Areas w/ Tide Coastal Areas or Coastal Areas risk of surge. risk of surge. influenced Transition Areas w/ significantly affected waterways. Tide influenced by Extreme Events. waterways. Floods / Extreme Not Flood Affected 20%-50% of area Flood prone area Area prone to floods Coastal Areas

31 Falkenmark Water Stress Indicator – 1 million cu.m. of water can support 2,000 people in a society with high development index. 39

Hazard Vulnerability Assessment - Ranking Criteria Characterization Low Low to Medium Medium Medium to High High Rainfall Events Region flood prone & Minimal from extreme rainfall significantly prone to extreme rainfall events and storm extreme weather events surge linked flooding events risk Sea Level Rise Inland Areas. No Inland Areas in Meso Inland Areas in Estuarine / Deltaic Coastal Areas direct or indirect Tidal range (< 2 m) Macro-Tidal range (< Areas with significant impact adjoining tide- 4 m) adjoining tide- tidal action. influenced influenced major waterways. Areas waterways. Areas in upstream of subsidence zone and subsidence zone & high level rise with marginal sea level higher subsidence rise < 2 mm/yr risk Earthquake Zone – II areas Zone III areas Zone III to IV Zone IV Zone IV to Zone 5 Transition Transition & Zone 5 (Very High Risk)

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101. Vulnerability ranking as “Low / Medium / High” has been estimated in the following section on a sub-project and component level by adopting the below listed process flow:

• Establishment of Baseline Data; • Ranking assigned by analysing past trends based on historical data “specific to regional level/ project area”; • Detailed review of projected trends to understand future implications of identified hazards at project component specific level; • Ranking based on methodology, observations, secondary data assessment and projected trends; and • Resultant Impact on the proposed system and adaptation measures to adequately address the identified climate change impacts.

5.3 Influence of Climate Change on Project Components

102. Extreme weather events have a significant influence on the reliability and operation of transmission lines and substation electrical components. The resilience of the power infrastructure and the extent of design measures required depend on the severity of the weather:

• Flashover faults: Heavy downpour can also cause failures of overhead lines and towers. Under cloud burst conditions, the cloud burst water drops, which can bridge the insulators to provide a conducting path. • Disconnection: Lightning strikes on or near overhead transmission line conductor causes short-circuit faults, which trigger the electrical protection system and lead to shutdown of the line. Disconnection of the lines happens when the conductor snaps or the equipment gets burnt out. • Tripping: High winds during storms and hurricanes can lead to faults and damage to overhead transmission lines, either by debris being blown against the lines or even a tower collapse in extremely high winds.

103. The above faults are usually localized and can be isolated using appropriate power system protection measures. However, the voltage surge caused by the strike may be transferred along the network and cause damage to equipment, such as transformer bushings.

104. The potential damage to transmission lines include:

• Tower topple: Happens due to many factors – high winds and earthquake. • Flooding: Rain and floods pose a danger to substation equipment. The combination of rain with strong winds or lightning can also be a significant threat to overhead lines. • Earthquake can trigger landslides that may affect the foundations of the line as well as the substation.

105. The climate change is expected to have a great impact on the weather parameters discussed above and consequently on the operation and reliability of power systems. The operation of several components, such as transformers and overhead lines, is governed by the maximum permissible operating temperature.

5.3.1 Region Specific designs 106. The Project incorporates region specific outline measures to withstand and climate change vulnerability: • Special designs of foundations (i.e.) to ensure stability from excessive salinity, tilt loads to withstand longitudinal and vertical forces during cyclones, earthquakes. Appropriate riveting compulsorily on all sides of the legs to ensure no erosion takes place. • Design of towers to include excessive wind loads on cyclone prone areas. Incorporation

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of design to include extra strength to withhold strong winds on the conductor and towers. • Other aspects related to substation design for lightning and thunderstorms etc.

107. For design purpose, ambient temperature should be considered as 5-45º C and relative humidity as 95%. Only systems satisfying the performance criteria shall be submitted by Bidder along with Bid. Table 5.2 shows metrological data used for design.

Table 5.2: Meteorological Data used for Design 1 Maximum ambient temperature 45ºC 2 Minimum ambient temperature 5ºC 3 Maximum daily average ambient air temperature 40º C 4 Maximum yearly average ambient air temperature 32º C 5 Maximum Humidity (%) 95% 6 Average thunder storm days per annum 65 7 Average rainy days per annum 65 8 Average annual rainfall (mm) 100 cm 9 No. of months during which tropical monsoon 5 condition prevail 10 Maximum wind pressure 150 Kgf/sqm 11 Altitude above MSL <1000 m

108. The above design requirement is not an ADB requirement only but also the national requirement to ensure the infrastructure designed is climate resilient, cyclone, flood, and earthquake proof. The design standards follow the national standards set by PGCIL for high cyclone prone areas EHV power transmission lines and substations.

5.4 Sub-Project Level Vulnerability Risk Ranking 109. Based on the aforementioned methodology, the following tables summarize vulnerability assessment for the proposed EHV substations and transmission lines in the sub-project areas:

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Table 5.3: Vulnerability Assessment of Sub-Project areas – Ranking Climate Performance response required to Risk Statement Component Vulnerability Variable address climate change threats Virudhunagar Ottapidaram

Components Components

puri puri

-

so

during

of all

Coimbatore Coimbatore

-

Virudhunagar)

(

aintenance

StructuralIntegrity foundations no are damagedduring extreme events Functionality equipment is maintainedin extreme conditions Operations& M extreme eventsmust EmergencyResponse Health Public & Safety EnvironmentalImpacts Tirunelveli Virudhunagar line Point (Terminal Coimbatore) kV400Virudhunagar Kayatharandline Kayathar Bay GSS (TerminalPoints) Ottapidaram toOttapidaram Kamuthi lineand GSS Kamuthi points)Bay(Terminal toOttapidaramVijaya line andGSS Vijayapuri points)Bay(Terminal toOttapidaram Udangudi (Terminalpoints) Drought - Y Y • Precipitation decrease coupled with drought can L L to M L to M L L L to M L Change in lead to heating of equipment thereby Temperature diversification measures for adapting to drought (Increase) risks. • Impact of elevated temperatures on (i) sag and (ii) transmission efficiency. Extreme Y Y Y Y Y Y • Inundation of infrastructure in coastal areas M M L M L to M L M to rainfall events during storm events leading to loss of power/ H (flooding) - disruption. Change in • Additional costs of repair, renewals and Precipitation replacements due to infrastructure damage (to (increase) mechanical/ electrical equipment). Cyclones & Y Y Y Y Y Y • Need to locate infrastructure above HFL in M M L M L to M L M to Storm surge coastal areas to prevent inundation due to storm H surge during cyclones. • Increase in wind intensity leading to reduction of span in cyclone prone areas • Detailed design to include raising/ strengthening tower foundations near coastal areas to mitigate risk of damage from wave action & high flows in rivers (bridge scouring). Sea Level Y Y Y • Sea Level Rise coupled with storm surge events L L L L L L M to Rise during high tide conditions can submerge H 43

Climate Performance response required to Risk Statement Component Vulnerability Variable address climate change threats Virudhunagar Ottapidaram

Components Components

puri puri

-

so

during

of all

Coimbatore Coimbatore

-

Virudhunagar)

(

aintenance

StructuralIntegrity foundations no are damagedduring extreme events Functionality equipment is maintainedin extreme conditions Operations& M extreme eventsmust EmergencyResponse Health Public & Safety EnvironmentalImpacts Tirunelveli Virudhunagar line Point (Terminal Coimbatore) kV400Virudhunagar Kayatharandline Kayathar Bay GSS (TerminalPoints) Ottapidaram toOttapidaram Kamuthi lineand GSS Kamuthi points)Bay(Terminal toOttapidaramVijaya line andGSS Vijayapuri points)Bay(Terminal toOttapidaram Udangudi (Terminalpoints) infrastructure and communities in coastal areas and along tide-influenced rivers/ waterways. • Detailed design to consider protection for foundations in coastal areas and low-lying areas adjoining tide-influenced rivers/ waterways. • Risk of increase of salinity intrusion in coastal areas could weaken foundations of equipment. Earthquakes Y Y Y Y Y • Need for additional protection to power L M L L L L M infrastructure in transition zones (Zone III to IV) to ensure Earthquake Resistant Structures (ERS) code compliance. • Risk of damage to tower structures – both on level, riverine and elevated ground. L=Low, M= Medium, Y=Yes

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5.5 Hazard-Exposure-Sensitivity & Vulnerability Ranking/Scoring 110. A summary of the vulnerability ranking performed on a sub-project vis-à-vis identified hazard level in the earlier section is listed below.

Table 5.4: Summary Table of Vulnerability Ranking for Sub-project Components Vulnerability Ranking for Virudhunagar Components Vulnerability Ranking for Ottapidaram Components 400 kV 110 kV 400 kV Virudhunagar 756 400 kV line 300 Ottapidaram 400 kV line 80 km transmission transmission transmission kV GSS km 400 kV GSS line (75 km) line (40 km) line (70 km) 400 kV Ottapidaram to Ottapidaram to Climate Risk Virudhunagar- Virudhunagar- Kamuthi line Vijayapuri line Ottapidaram to Tirunelveli Coimbatore line Kayathar line and and Kamuthi and Vijayapuri Udangudi Ottapidaram (Virudhunagar) (Terminal Point Kayathar GSS GSS Bay GSS Bay (Terminal Coimbatore) Bay (Terminal (Terminal (Terminal points) Points) points) points) Drought - Low Low to Medium Low to Medium Low Low Low to Medium Low to Medium Change in Temperature (Increase) Extreme rainfall Medium Medium Low Medium Low to Medium Low Medium to High events (flooding) - Change in Precipitation (increase) Cyclone & Medium Medium Low Medium Low to Medium Low Medium to High Storm Surge Sea level rise Low Low Low Low Low Low Medium to High Earthquakes Low Medium Low Low Low Low Medium

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111. Scoring at Sub-Project level for the identified hazard and pertinent exposure level/ risk is assigned based on below listed empirical scale:

• Low : 1; • Low to Medium : 1.5; • Medium : 2; • Medium – High : 2.5; and • High : 3 Table 5.5: Sub-project Overall Vulnerability Ranking Vulnerability Ranking for Virudhunagar Components Vulnerability Ranking for Ottapidaram Components 400 kV 110 kV 400 kV Virudhunagar 756 400 kV line 300 Ottapidaram 400 kV line 80 km transmission transmission transmission kV GSS km 400 kV GSS line (75 km) line (40 km) line (70 km) 400 kV Ottapidaram to Ottapidaram to Climate Risk Virudhunagar- Virudhunagar- Kamuthi line Vijayapuri line Ottapidaram to Kayathar line Tirunelveli Coimbatore line and Kamuthi and Vijayapuri Udangudi and Kayathar Ottapidaram (Virudhunagar) (Terminal Point GSS Bay GSS Bay (Terminal GSS Bay Coimbatore) (Terminal (Terminal points) (Terminal points) points) Points) Drought - Change 1 1.5 1.5 1 1 1.5 1.5 in Temperature (Increase) Extreme rainfall 2 2 1 2 1.5 1 2.5 events (flooding) - Change in Precipitation (increase) Cyclone & Storm 1.5 2 2 1 2 1 2.5 Surge Sea level rise 1 1 1 1 1 1 2.5 Earthquakes 1 2 1 1 1 1 2 Overall Score 1.4 1.7 1.1 1.4 1.5 1.1 2.2 (Average) Overall Low to Low to Medium Medium Low to Medium Low to Medium Low to Medium Medium to High Categorization Medium

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112. Scoring at Sub-Project level for the identified hazard and pertinent exposure level/ risk is assigned based on below listed empirical scale:

• Low : 1; • Low to Medium : 1.5; • Medium : 2; • Medium – High : 2.5; and • High : 3

5.6 Overall Project Ranking 113. Vulnerability Assessment performed at a sub-project area indicates the below listed ranking on an overall basis duly considering the climactic hazards evaluated:

Overall Project Level Categorization of Sub-projects : Medium o 400 kV Ottapidaram – Udangudi line : Medium to High o 765 kV Virudhunagar-Coimbatore line : Medium o Ottapidaram, Virudhunagar (Tirunelveli), Kamuthi, Kayathar, Vjiyapuri GSS : Low to Medium o Ottapidaram to Kamuthi, Ottapidaram to Kayathar, Ottapidarm to Vjiyapuri GSS, Virudhunagar to Kamuthi : Low to Medium

114. Primary climate change risks that can impact sub-projects in the “short to medium” term are decrease in precipitation and prolonged drought conditions across the sub-project locations. Flooding risk from extreme rainfall events is an identified “medium risk” for coastal and low-lying areas. “Long term” climate change risks that could impact coastal transmission lines are cyclones and storm surge coupled with sea level rise.

115. Substations are sensitive to climate change since the efficient functioning of drainage systems are directly linked to sustainable and climate resilient water drainage systems and proper protection to drainage infrastructure is imperative. Change in precipitation (increase) and prolonged flooding conditions may lead to sub-optimal drainage in the area leading to flooding.

116. Transmission systems in coastal areas are also sensitive to climate change such as: (i) altered precipitation patterns and increased temperatures; (ii) risk of increased flooding, and rising temperatures; (iii) increased extreme events such as flooding and drought that can impact foundations due to submergence and high temperature for equipment such as conductor, accessories etc., and (iv) increase in intensity of cyclone wind speeds.

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6. PROPOSED MANAGEMENT AND ADAPTATION ACTIONS

6.1 Adaptation Measures and Recommendations

117. Sea level rise, due to climate change, will affect the coastline in India in a variety of ways, including inundation, flood and storm damage associated with severe cyclones and surges, erosion, saltwater intrusion, and wetland loss. There are major, existing and proposed, economic and infrastructure developments, including ports, power plants, highways and even airports, which are being planned very close to the shoreline along India’s coast. Thousands of crores of new investment are being considered along the coast in cities in addition to the substantial existing infrastructure. A report by authors Dr. Sujatha Byravan (Centre for Development Finance, IFMR) Dr. Sudhir Chella Rajan (Humanities and Social Sciences, IIT Madras) Rajesh Rangarajan (Centre for Development Finance, IFMR) concentrates on the impacts of sea level rise on coastal infrastructure, ecosystem and land in the state of Tamil Nadu, India. Analysis in this report provides the financial implications of preliminary estimates of the replacement value of major infrastructure, the present value of ecosystem services associated with damage to wetlands and the market value of land at risk from 1 m of sea level rise by 2050.

118. The following adaptation measures have been considered at the detailed engineering design stage and incorporated accordingly for implementation and are listed below:

6.1.1 Design Parameters for TANTRANSCO subprojects

Wind Effects 119. Basic wind speeds for the six wind zones as shown in Table 6.1 and Figure 6.1. The wind zone map shows basic wind speed map of India as applicable at 10 m height above mean ground level for the six wind zones of the country.

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Figure 6.1: Design Wind Speed Map of India

Table 6.1: Design Wind Speed Zones No Wind Zone Base Wind Speed, Vb ,m/s 1 1 33 2 2 39 3 3 44 4 4 47 5 5 50 6 6 55 Note: In case the line traverses on the border of different wind zones, the higher wind speed may be considered Source: IS 802 (Part 1/Sec 1): 1995

120. All lines for TANTRANSCO shall be built in Wind zone 2 (yellow area). However, one 765 kV transmission line will have 90 km portion traversing through Wind zone 4 (green area).

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Wind zone Map of Tamil Nadu

121. Figure 6.2 shows the map of Wind and cyclone zones of India. The State’s coast also experiences periodic coastal flooding due to extreme storm surges, as well as storm surges riding over tides and cyclones. The coast of Tamil Nadu has been affected by cyclonic storms about 30 times with disastrous effects from 1900 to 2004. The districts affected include Chennai, Cuddalore (formerly South Arcot), Nagapattinam, Thanjavur, Ramanathapuram and Kanyakumari. Storm surges ranging from 4 to 12 m have been experienced by the Tamil Nadu coast (Sundar and Sundaravadivelu, 2005). The map below gives the risk zones associated with wind and cyclones (Figure 6.3).

Figure 6.2: India Wind and Cyclone Zone Map

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Figure 6.3: Wind and Cyclone Hazard Map of Tamil Nadu

Tension Limits (Source: IS 802 (Part 1/Sec 1): 1995 122. Conductor/ground wire tension at everyday temperature and without external load should not exceed the following percentage of ultimate tensile strength of the conductor: • Initial unloaded tension: 35 percent • Final unloaded tension: 25 percent

123. Provided that the ultimate tension under everyday temperature and 100 percent design wind pressure, or minimum temperature and 36 percent design wind pressure does not exceed 70 percent of the ultimate tensile strength of the conductor/ground wire. Note- For 400 kV and 800 kV lines, the final unloaded tension of conductors at everyday temperature shall not exceed 22 percent of the ultimate tensile strength of conductors and 20 percent of the ultimate tensile strength of ground wire.

Wind zone design 124. Reliability levels of transmission lines 1. Reliability level 1 shall be adopted for EHV transmission lines upto 400 kV class. 2. Reliability level 2 shall be adopted for EHV transmission lines above 400 kV class.

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3. Reliability level 3 shall be adopted for tall river crossing towers and special towers.

125. Terrain Category 2: Open terrain with well scattered obstructions having height generally between 1.5m to 10 m. Note-This category includes normal country lines with a very few obstacles.

Design for foundations 126. The design wind pressure Pd for the three reliability levels and pertaining to two wind zones (2 and 4) and the one terrain category have been worked out as given in Table below:

2 Table 6.2: Design Wind Pressure Pd in N/m No Reliability Terrain Wind zone 2 design Wind zone 4 design Level Category pressure pressure 1 1 2 483 701 2 2 2 584 879 3 3 2 718 1130

Foundation Characteristics 127. The foundations of transmission lines are subjected to three types of loads viz. the downward thrust (compression), the uplift (tension) and the side thrust (horizontal shear). The design loads are directly dependent on the soil type found at the tower foundation. Based on structural arrangement of foundations, different types of foundations that support various loading configurations required for all types of towers, special towers, and usage of special cement required for highly saline soil foundations.

128. During the execution of any transmission line project, it is possible that combination of two or more types of soil may occur. Following soil type conditions are relevant to climate change for design of foundations for at sub project locations.

Table 6.3: Soil Properties to be Considered in Foundation Designs for Relevant Types of Soil No. Type of Soil Angle of Earth Unit, Wt, of Soil Limit bearing frustrum (kg/cu.m.) capacity (kg/Sq (Degrees) m) 1 Normal Dry Soil a. Without undercut 30 1440 25,000 b. With Undercut 30 1600 25,000 2 Wet soil due to presence of 14 940 12,500 sub-soil water/surface water 3. Sandy Soil a. With clay content 0-5% 10 1440 25,000 b. with clay content 5-10% 20 1440 25,000 Note: Limit bearing capacity of soil has been arrived at taking FOS 2.5 over the safe bearing capacity values. Angle of Earth shall be taken respect to vertical. Source: CBIP Manual on transmission lines Annexure 1.

129. While designing the various types of tower foundations, the following properties of cement and steel are used: Cement (as per IS:456) • Grade M-15 having strength of 15 N/mm2 • Grade M-20 having strength of 20 N/mm2 • Grade M 30 having strength of 32 N/mm2 (IS 456:2000 Table 3-Condition iii) Severe Concrete surfaces exposed to severe rain, alternate wetting and drying or occasional freezing whilst wet or severe condensation. Table 5 shows the types of concrete to be used). • Density of concrete for RCC is 2400/kg/m3 • If required, special type of cement can be used for saline soils (that can withstand high alkalinity).

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Seismic Consideration 130. The transmission line tower is a pin-jointed light structure comparatively flexible and free to vibrate and maximum wind pressure is the chief criterion for the design. Concurrence of earthquake and maximum condition to take place and further seismic stresses are considered diminished by the flexibility and freedom for vibration of structure. The assumption is in line with recommendation given in cl.no.32 (b) of IS:1893-1984. However, in regions where earthquakes are experienced, the earthquake forces may be considered in tower foundation design in accordance with IS:1893:1984.

Temperature Effects Source: IS 802 (Part 1/Sec 1): 1995 131. The everyday temperature shall be 32ºC anywhere in the country except in regions experiencing minimum temperatures of -5oC or lower, where everyday temperature may be taken as 15ºC or as specified by power utilities.

132. The maximum conductor temperature may be obtained after allowing increase in temperature due to radiation and heating effect due to current etc. over the absolute maximum temperature. The tower may be designed to suit the conductor temperature of 75oC (Max) for ACSR and 85oC (Max) for aluminium alloy conductor. The maximum temperature of ground wire exposed to sun be taken as 53oC.

133. Sag: Due to rise in temperature, the metallic body of conductor expands and as a result, the weight of conductor increases that is directly proportional to sag. In this case, the optimal type of conductor can be used to ensure proper ground clearances. All metallic body also expand with rise in temperature and therefore the length of the conductor increases with the rise in temperature and so does Sag.

Climatic Loads 134. There are random loads imposed upon tower, insulator string, conductor and ground wire due to action of wind on transmission line and do not act continuously. Climate loads shall be determined under either of the following climatic conditions, whichever is more stringent: i). 100% design wind pressure at everyday temperatures ii). 36% design wind pressure at minimum temperature Note: Condition (ii) above is normally not crucial over tangent tower but shall be checked for angle or dead-end towers, particularly short spans.

135. Sag: Increase in Wind velocity will increase apparent weight of the conductor, as a result increase in tension and due to increase in temperature there will be increase in sag. The span of the transmission line may be decreased in case of coastal lines.

6.2 Proposed Adaptation Measures 136. Climate resilient and sustainable service delivery requires incorporation of adaptation measures into capital works. This section outlines the approach towards achievement sustainable outcomes.

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Table 6.4: Climate Adaptation in Design by TANTRANSCO No. Description Standards Followed by TANTRANSCO Status of Tolerances and Particulars Inclusion in Design 1. Special Foundations for towers and its Bidding f) Grade M-15 having Designs of protection works are being designed as Documen strength of 15 N/mm2 Foundations per CBIP32 Manual publication No. ts and g) Grade M-20 having (i.e.) to avoid 323, 2014 and relevant Indian Technical strength of 20 N.mm2 failure due to Standards for foundation design. Specifica h) Grade M 30 having excessive Indian Standards IS 456 – 1978 tions strength of 32 N/mm2 (IS winds and also (Concrete) under Provision of E-1 of 456:2000 Table 3- to adapt high Appendix-E regarding Tower Condition iii) Severe salinity foundation base. IS: 1786-1976 for Concrete surfaces conditions of RCC. exposed to severe rain, the soil. Indian standards IS: 1893 (Part – I) alternate wetting and latest being used for earthquake drying or occasional resistant design of different freezing whilst wet or infrastructures. severe condensation. Table 5 shows the types of concrete to be used). i) Density of concrete for RCC is 2400/kg/m3 j) If required, special type of cement can be used for saline soils (that can withstand high alkalinity). 2. Design of Additional terrain roughness co- Bidding Terrain Category 2: Open towers to efficient of 1.0 for calculating wind Documen terrain with well scattered include pressure has been considered for ts and obstructions having height excessive wind coastal area in Transmission Lines as Technical generally between 1.5 m loads during per IS: 802 (Part – I) 1985 for the Specifica to 10 m. cyclones specific wind zones. tions 3. Other aspects Substations are being protected from Bidding The climatic conditions at related to lightning and thunderstorms by Documen site under which the substation providing high mast lighting system in ts and equipment shall operate design for yard and by providing shield wire Technical satisfactorily, are lightning and /spikes on the substation towers. Specifica (a) Atmosphere: Highly thunderstorms Protection of buildings in the tions polluted etc. switchyard area is being done by (b) Maximum ambient air providing spikes and MS Flat as per temperature: 45 ºC relevant standards IS: 2309. As per (c) Minimum ambient air IS:2309 annual average thunderstorm temperature 5 ºC days have been considered 65 days (d) Maximum daily per annum as per site climatic average ambient air conditions in the design. Very high temperature 40 ºC creepage distance i.e. 31 mm per kV (e) Maximum yearly and Short Circuit Time Rating has average ambient air been considered 2 seconds in the temperature: 32 ºC design of substations. The rated peak (f) Maximum Humidity: short circuit current shall be 2.5 times 95% the rated short time withstand current. (g) Average thunder storm For the protection of Transmission days per annum: 65 Lines, shielding angle upto 220 kV is (h) Average dust storm 30 degrees and for 400 kV days per annum:

32 Central Board of Irrigation and Power, a government supported think-tank. 54

No. Description Standards Followed by TANTRANSCO Status of Tolerances and Particulars Inclusion in Design Transmission Lines it is 20 degrees. Occasional For 400 kV, two earth-wire/ OPGW are (i) Average rainy day per being used as per CBIP Guidelines. annum: 65 days For 765 kV line all standards used as (j) Average annual rainfall: per PGCIL shall be used. 100 cm 4. Metrological Climatic and Isoceraunic / atmospheric Bidding (k) Number of months (rainfall, floods, conditions have been obtained from Documen during which tropical etc.) the Metrological Department of India ts and monsoon conditions history/projecti which cater to major parameters Technical prevails: 5 ons, shown as per 3. above. Secondary Specifica (l)Maximum wind hydrological Information from various Tamil Nadu tions pressure: 150 kgf/sqm data of the state sources will be used for any (m) Altitude above M.S.L: subject areas future monitoring. <1000m

6.3 Overall Likely Climate Change Impacts 137. In 2013, the Intergovernmental Panel on Climate Change predicted that global sea levels could rise anywhere between 0.21 m and 0.48 m at 2090-2099 relative to by 2100. This prediction was based on a scenario of moderate emissions and relatively ambitious emission reductions33. It assumes that with effective climate policies and strong afforestation programs, carbon dioxide emissions will increase only slightly before declining post-2040. The Tamil Nadu State Action Plan on Climate Change, on its part, estimates that temperatures will rise between 1 °C and 3.1 °C in 2010-2100, resulting in sea levels rising between 0.1 m and 0.7 m by 2100.

138. However, given other sources34, notably the IPCC AR5 (Church et al., 2013a35 Sea level change), using an ensemble of process-based models and other sources of information, projects a median and likely (66% probability) GMSL rise of 0.44 m (0.28–0.61 m), 0.53 m (0.36–0.71 m) and 0.74 m (0.52–0.98 m) by 2100 for RCP2.6, 4.5 and 8.5, respectively. (There is an additional pathway, RCP6.0, which is not analyzed here since its 21st-century GMSL projections are nearly identical to those for RCP4.5, and few models ran RCP6.0 projections beyond 2100.). However, AR5 recognized the challenges of modeling additions due to the collapse of marine-based sectors of the Antarctic ice sheet. More recent studies of GMSL rise have reported probability ranges that have focused on resolving ranges spanning lower probabilities and/or providing complete conditional probability distributions. An assessment of recent probabilistic studies finds GMSL rise by 2100 projected for the 90% probability (5th–95th%) range to fall between 0.25–0.80 m, 0.35–0.95 m and 0.5–1.3 m, respectively, for RCP2.6, 4.5 and 8.5.

139. Climate Change impacts in project areas identified during project screening:36 o Projected temperature increase : Medium o Projected average precipitation changes : Medium o Flooding and landslide risks (from extreme rainfall events) : Medium o Drought : High o Cyclones and floods from storm surges linked to sea level rise : High o Earthquake / Tsunamis : Medium

33 This range of SLR corresponds to the IPCC AR5 range assuming RCP4.5. They are also well below most widely accepted projections that incorporate ice sheet dynamics; or that are based on paleoclimate reconstruction. Also see https://www.ipcc.ch/site/assets/uploads/sites/2/2019/02/SR15_Chapter3_Low_Res.pdf. 34 National Oceanic and Atmospheric Administration (NOAA Technical Report NOS CO-OPS 083) of the U.S. Department of Commerce National Ocean Service Center for Operational Oceanographic Products and Services “Global and Regional Sea Level Rise Scenarios For The United States”. 35 Chapter 13 in Climate Change 2013: The Physical Science Basis. Contribution of Working Group I to the Fifth Assessment Report of the Intergovernmental Panel on Climate Change, Cambridge University Press, Cambridge, United Kingdom and New York, NY, USA, 1535. 36 Based on SARD climate risk screening framework and methodology. 55

6.4 Climate Adaptation Measures within the Project Design 6.4.1 Design items

140. The estimated climate finance adaptation cost is USD 24.5 million.

141. Table 6.5 lists the climate change adaptation measures integrated within the project design for long term impacts.

Table 6.5: Climate Change Adaptation Measures within the Project Estimated Adaptation Adaptation Target Climate Costs Adaptation Finance Activity Risk ($ million) Justification 1. Special Designs Towers, substation a. 20% extra 90 km of the 765 kV line passes of tower and equipment, tower line costs through higher wind zone. The substation transformers, in 90 km for wind climate risk study foundations (i.e.) control panels, zone recommended the construction to avoid failure capacitor banks consideration of these tower and substation due to excessive and diesel {$21.87 million}a. structures to take into account winds and also to generator sets and additional design measures in adapt high salinity other infrastructure b. 10% increase anticipation of the impact of conditions of the located at a in Reinforced extreme precipitation, flooding soil. suitable elevation cement expected under projected above the concrete costs climate change in the project projected upper due to using area. Accordingly, the span limit of sea level special cement between two towers of the line rise on the eastern in areas that will also be reduced to coast of India or at have high accommodate increased sag38. an elevation based salinity (No. of The cement used for concrete on the highest foundations will in areas that high salinity would flood level be determined require using special cement (localized by the available off the shelf. inundation) linked Contractor. This would contribute to about to extreme rainfall {$1.54 million}b. increase in 10% of tower line events37, c. Distance costs for this alignment. whichever is between two Span to be reduced to maintain higher. towers to be clearances in spite of increased 2. Design of towers reduced to sag. to include Withstand cyclonic maintain EC Act excessive wind force winds (at a clearances to Therefore, the construction of loads during minimum for winds accommodate these structures associated with cyclones, and impacts of sag and tower lines and substation is an flooding, consistent with a additional adaptation activity, and the precipitation, Category 4 weight on line associated cost of $24.53 droughts etc. cyclone). due to winds. million is reported as adaptation {$1.12 million}c. finance.}

• Increasing All three above precipitation Increased spatial costs are intensity, variability in included in the lightning, precipitation, Bill of Quantities thunderstorm, prolonged drought prepared by the

37 Extreme rainfall—defined as the top five percent of rainy days. 38 With the rise of temperature the weight of conductor increases, which increases the sag. 56

Estimated Adaptation Adaptation Target Climate Costs Adaptation Finance Activity Risk ($ million) Justification especially when periods (i.e., contractor to be coinciding with drought conditions approved by high tide and every five years) TANSTRANSCO storm surge, can and risk of flooding before start of result in extreme of low-lying areas construction. flooding.} from extreme rainfall events. • Extremely high temperatures causing excessive sag in the conductor Source{s}: CCA, ADB a. Based on CEA guideline of INR 52.7 million/km for 210 km and INR 70.0 million/INR cost for 90 km in higher wind zone requirement = Additional $21.87 million. b. Based on DRP estimate: Assume additional 10% Ottapidaram substation foundation related additional climate change cost =$0.99 million; assume Ottapidaram substation to Udangudi connecting line – civil foundation works cost @25% and assume 10% as foundation related additional climate change cost - $0.56 million. Total foundation related climate adaptation cost (both substation and lines) = $1.54 million. c. Based on DPR estimate: Ottapidaram substation to Udangudi connecting line – Tower material- conductor, tower and accessories cost @50% of Total Cost of line and assuming 10% as tower & material related additional climate change cost = $1.12 million.

6.4.2 Cost Benefit Analysis of Extra cost items 142. “If global warming causes sea levels to rise 1 m by 2050, Tamil Nadu could face financial losses amounting to around Rs 6000 billion – or half the size of its economy in 2016” - This is the projection made by a study conducted by the Indo-German Centre for Sustainability at the Indian Institute of Technology, Madras, and presented at the Madras Institute of Development Studies on January 20, 201839. The study concludes that such a rise in sea levels would impact the lives and livelihoods of 1.3 million people, including 125,547 fisherfolk living along the coast of Chennai, Kancheepuram and Tiruvallur districts. If sea levels rise by 1 meter, Tamil Nadu losses could be worth half its current economy, says study.

143. The risk management options and climate change adaptation measures considered by TANTRANSCO and suitable adaptation measures have been made in project design are shown in Table 6.6. The cost tables being utilized in the project documents already incorporates the proposed adaptation measures. For example, the transmission line constructed in a wind zone 4 area would cost about 1.25% higher in costs that a line constructed through wind zone 2.

144. Besides incorporating the above, project management team and the turnkey contractor should strive to: (i) investigate climate change risks more rigorously during implementation of the project; (ii) assess robustness of adaptation measures given uncertainties associated with the climate change projections; and (iii) record all climate resilient measures included in design for monitoring purposes.

145. TANTRASCO can monitor performance of adaptation measures during the course of operations and during the incidences of inclement weather.

39 https://scroll.in/article/866394/in-tamil-nadu-loss-from-rising-sea-levels-could-be-worth-half-its-economy-warns-new- climate-study 57

6.4.3 Social and Political acceptability 146. Planning for the unpredictable. The projections of the IIT-Madras study seem to mirror those of other scenario-based projects in cities across the world. By 2100, scientists project sea levels 18 to 50 inches higher than today along New York's coastlines and estuaries, though a rise as high as 75 inches could occur40. For United Kingdom, the High++ scenario derives an upper bound of sea level rise around the UK of 1.9 metres in the next century. This model describes a much greater sea level rise than in projections presented in the IPCC Fourth Assessment Report, which has an upper bound of 0.6 metre41.

147. Value added measures that can be envisaged and implemented after due studies conducted by the Implementing agency for enabling sustainable climate resilient utility infrastructure systems as below:

Promote Renewable Energy Systems 148. Use of site and region appropriate Renewable Energy Systems (Solar PV, Wind etc.) to offset grid consumption and ensure long-term stability and sustainability of energy costs. Solar PV Energy has been proven as a cost saving renewable energy measure across the country.

Promote Green Cover Augmentation & Soil Stabilization 149. Conservation and augmentation of green cover in project areas will assist in reducing the heat island effect and also prevent top-soil erosion thereby limiting soil runoff leading to silting of reservoirs. Afforestation is positively expected to influence natural weather patterns which in turn will affect the yield and flow of surface water in an assured and sustainable manner.

40 Department of Environment Conservation, New York, USA. https://www.dec.ny.gov/energy/45202.html 41 House of Parliament, Sea Level Rise. https://www.parliament.uk/documents/post/postpn363-sea-level-rise.pdf 58

7. STAKEHOLDER CONSULTATION AND GROUND VALIDATION

7.1 Building State Level Capacities to enhance energy efficiency 150. GoTN has already decided to undertake the path of sustainable development and inclusive growth and have taken various initiatives and programmes which would be further strengthened to deal with the challenges of climate change. State Government has initiated various programs to enhance energy efficiency.

151. A rapid building up of capacities is essential to enhance the level of climate change research in Tamil Nadu. In this context scientific cooperation and collaboration is essential in the area of climate modelling, impact assessment, integrated impact assessments, research on adaptation to impacts of climate change.

7.1.1 National Action Plan on Climate Change (NAPCC) 152. To prepare for the impacts of climate change, the Prime Minister of India launched the country’s National Action Plan on Climate Change in 2008. With an advanced institutional landscape providing a good knowledge base and expertise relevant to climate change, India is well prepared to deal with the multi-faceted nature of climate change. The challenge now is to develop cross- sectoral integrated approach.

153. The NAPCC addresses the urgent and critical concerns of the country through a directional shift in the development pathway, including enhancement of the current and planned programmes. It provides multi-pronged, long-term and integrated frame work for addressing climate change as a core development issue. There are eight National Missions which form the core of the NAPCC which are: • National Solar Mission • National Mission for enhanced Energy Efficiency • National Mission on Sustainable Habitat • National Water Mission • National Mission for Sustaining Himalayan Ecosystem • National Mission for a Green India • National Mission for Sustainable Agriculture • National Mission on Strategic Knowledge for Climate Change.

154. These National Missions represents multi-pronged, long-term and integrates strategies for achieving key goals in the context of climate change. While several programmes are already part of the current actions, they may need a change in the direction, enhancement of scope and effectiveness and accelerated implementation of time-bound plans.

7.1.2 Tamil Nadu State Action Plan on Climate Change (TNSAPCC) 155. The Department of Environment (DoE), GoTN has been designated as the Nodal Department/ Agency for the CCARAI Project, and GIZ is identified as a technical institutional partner. Preparation of SAPCC is one of the components of the CCA RAI Project.

156. The DoE initiated the activities related to the SAPCC in the year 2010 in the following sequence. • Inception Workshop with MoEFCC and GIZ. • Formation of a Steering Committee • Identifying the different sectors for the Tamil Nadu state a. Sustainable Agriculture b. Sustainable Habitat c. Coastal Area Management d. Water Resources e. Forest and Biodiversity f. Knowledge Management g. Energy Efficiency 59

h. Renewable Energy & Solar Mission • Identifying Nodal Officers for each of the Sector. • Identifying the Working Group Members for each of the Sector.

157. Following this, periodical Working Group Meetings for each Sector were carried out for preparation of the SAPCC. Further there were periodical meetings for reviewing the drafts prepared for each sector. This led to the final draft preparation which has been forwarded to the GIZ and Inter cooperation, New Delhi, and is currently under final editing.

158. The Action Plan will also be integrating the prioritization of the adaptation strategies put forth by each of the sector as specified mandatory by the MoEFCC, GoI. Further, the DoE has taken initiatives as per the guidelines of the SAPCC to conduct Agro-Climatic Zone-wise consultation workshops involving different stake holders such as NGOs, farmers, fishermen, tribal people, academic experts, students and general public (urban/ rural).

159. All the inputs received from the seven agro-climatic zones are currently being collated to look at the zone-wise key issues related to climate change of the different sectors as well, which will also be integrated into the SAPCC report.

7.1.3 Tamil Nadu State Climate Change Cell (TNSCCC) 160. Realizing the importance of the impact of climate change, DoE, GoTN has initiated Tamil Nadu State Climate Change Cell (TNSCCC) responding to the call of India’s National Action Plan on Climate Change (NAPCC).

161. The vision of the cell is to respond to global climate change by building capacity at local level particularly in the context of Tamil Nadu State and to make it as a resilient state to combat climate change. This will be addressed through effective climate change governance and climate services by connecting climate change science- policy-society by the climate change cell.

162. However, the mission of the cell is to establish a platform to collect, collate and disseminate climate change information pertaining to Tamil Nadu State to various stakeholders ranging from farmers, fishermen, general public to policy planners, decision makers, bureaucrats and others in order to enable effective climate change governance and services.

163. As part of this initiative, a web portal has been created to update and disseminate the information and activities of the cell (TNSCCC). Importantly, the web portal will act as a central hub of information, data and reports on climate change of entire Tamil Nadu State. Further, it provides a web-based platform to assist in capacity building and knowledge development on climate and climate-related issues.

7.1.4 Flood Management Programme in Tamil Nadu 164. GoTN has taken measures to tackle the recurrent heavy floods experienced during the Northeast monsoons. Under the National Perspective plan, the Flood Management Programme with a Centre - State share of 75:25, is under implementation in Tamil Nadu. The Schemes involved are flood protection works to the Araniar, Kosasthalaiyar, Vellar, Pennaiyar, Gadilam, Malattar, Uppanar, Paravanar and Kollidam rivers to safeguard Thiruvallur, Villupuram, Cuddalore, Thanjavur and Nagapattinam districts.

7.2 Institutions involved in the management of Coastal Zone

165. As can be seen, the coastal zone has multiple activities spread across the districts lining the zone. It is dotted with heavy infrastructures such as ports, roads, desalination plants, power plants, oil refineries, and various industries etc. and has urban habitats that require water supply along with other essential services and these in turn put a pressure on the ecosystem. The rural habitats are dependent on the ecosystem services provided by the sea and agriculture, amongst others. Multiple agencies manage the different activities across the coast. Some of the key elements managed by the different institutions are as follows: 60

Table 7.1: Institutions Involved in Management of Various Aspects in the Coastal Zone Area in Tamil Nadu and Interactions with TANTRANSCO Activity Managing Institution for TN Climate Interaction required Change Action Plan by TANTRANSCO for climate design Biodiversity conservation Department of Forests, Biodiversity Yes Board, Gulf of Mannar Biosphere Reserve Authority Forest conservation including Department of Forests Yes mangroves Municipal solid waste Urban Local Bodies Not required management Urban planning The urban planning department along No at alignments are with the Urban local bodies not crossing urban areas Desalinisation plants Tamil Nadu Water Supply and Drainage No Board, Chennai Metro Water Supply and Sewerage Board Industrial and domestic Tamil Nadu Pollution Control Board No Sewage discharge (water pollution) Coastal zone regulation Department of Environment Yes, only if required. No line passing through CRZ1 zone Erosion control, managing Public Works Department Yes dams, diverting flood water, improving water use efficiency etc. and also Execution of calamity reconstruction works like Emergency Tsunami Reconstruction Project building works etc. Power plants: Nuclear Power Corporation of India, Yes National Thermal Power Corporation, TANGEDCO (Tamil Nadu Generation and Distribution Corporation Limited) Neyvelli Lignite Corporation Ltd, and some private players Coastal tourism Department of Tourism along with private No players Agriculture and Fisheries Department of Agriculture and Animal No Husbandry, Dairying and Fisheries Disaster management State Disaster Management Authority Yes and the district disaster management plans Disaster warning IMD, State IMD and ISRO, NDMA Yes Row in grey relates to Power Sector projects

61

REFERENCES

• ADB (2014a) Mid-term Review of Strategy 2020: Meeting the Challenges of a Transforming Asia and Pacific • ADB (2014b) Climate Risk Management in ADB Projects • World Bank (2010) Economics of Adaptation to Climate Change: Synthesis Report • MoEFCC, GoI (2012) India’s Second National Communication to the United Nations Framework Convention on Climate Change • Tamil Nadu State Action Plan for Climate Change, Department of Environment, GoTN (2017) • Byravan, S. et al. (2010) Sea Level Rise: Impact on Major Infrastructure, Land and Ecosystems along the Tamil Nadu Coast • Kalsi, S.R. N. Jayanthi, Y.E.A. Raj, and S.K.R. Bhomik, 2007 “Probable Maximum Storm Surge Heights for the Maritime Districts of India”, New Delhi, Indian Meteorological Department. • Janakarajan et al (2006) Urban water conflicts in Indian cities: Man-made scarcity as a critical factor. In Urban water conflicts - An analysis of the origins and nature of water- related unrest and conflicts in the urban context. UNESCO Working Series SC-2006/WS/19 • Mariappan, and Devi (2012) Chennai coast vulnerability assessment using optical satellite data and GIS techniques. International Journal of Remote Sensing and GIS 1(3): 175-182

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APPENDICES

Appendix A: Relevant Technical Specifications

A. Foundations for Gantry Structures & Equipment Supporting Structures. Foundations shall be designed for the worst combinations of dead loads, live loads, inertia forces, wind load applicable for that wind zone and seismic loads, short circuit forces and secondary effects such as shrinkage, rise and fall in temperature, service conditions arrived based on equipment or arrived at based on detailed structural analysis of the switchyard gantry structures, equipment super structures etc., for the design of foundations, the following specific technical requirements shall be met with without any deviation.

(1) All tower/gantry structures and lightning mast foundations shall have stub angle embedded in the foundation while equipment supporting structures shall have foundation bolts and base plate type of connection for transferring the load from super structure to the foundations.

(2) Normally, all the four legs of tower/gantry structures column/ equipment supporting structures shall be supported on a common foundation until and unless the leg spacing of structures at foundation level and soil conditions permit isolated foundation under each leg of the structure. For checking the stability of the tower/gantry structure columns/equipment supporting structures foundations, the following factor or safety shall be used.

Normal and broken wire condition: 2.2 Broken wire condition with short circuit forces :1.65

The stability of foundation shall be checked against overturning, bearing on soil, uplifting, uprooting sliding etc.,

(3) The presence of surface/sub-soil water shall be duly considered in the design of all foundations and underground faculties.

(4) The structural design or the foundation shall be done as per limit state method of design as given in IS:456 – 2000 and considering the following partial safety factors on working loads.

Normal and broken wire condition: 1.5 Broken wire condition with short circuit forces: 1.2.

All foundations shall also be designed so as to satisfy and meet the following requirements.

(a) The chimney/pedestal of the foundations shall, at least, be 300 mm square providing a minimum clear concrete cover of not less than 100 mm over any part of the stub angle in case of dry locations and at least 450 mm square with minimum clear concrete cover of not less than 1.50 mm over any part of the stub angle in case of wet locations.

(b) The Chimney/pedestal top shall extend 250 mm (Minimum) above finished ground level and coping shall be upto 50 mm below the joint between the bottom bracing and the leg members.

(c) In all foundations, a lean concrete M10 grade sub-base having a thickness of 75 mm and of size equal the 75 mm more all-around of footing size shall be provided under structural concrete. The lean concrete shall be of grade M-10 (1:3:6) conforming to IS: 456 – 2000. The lean concrete sub- base provided under the footings shall not be considered in the structural calculations. 63

(d) The embedded end of the stub angle shall have a 150 mm thick clear concrete cover upto the top of the lean concrete sub-base in the case of dry foundations and a 200 mm thick clear concrete cover in the case of wet, partially submerged and fully sub-merged foundations.

(e) The depth of foundation below ground level shall not be more than 3.0 m. However, no foundation shall rest on black cotton soil and minimum depth inside the weathered rock shall be at least 300 mm.

(f) The joints between the tower subs and the super structure bracing members shall be 300 mm above ground level.

(g) The centroidal axis of the stub shall coincide with the axis of the Chimney. The design of the foundation shall take into account the additional forces resulting from eccentricity introduced due to any reason.

(h) the chimney shall be designed as a composite member for combined action of axial forces viz., compression & tension and bending moments due to both the horizontal shears in both the directions, namely longitudinal and transverse. The adequacy of chimney section shall be checked as per above and necessary reinforcement in chimney shall be provided as per above and necessary reinforcement in chimney shall be design requirements. The design shall be carried out in accordance with IS:456 – 2000 as limit state method of design. However, minimum four numbers of 12 mm diameter bar or 0.15% of cross sectional area of chimney whichever is more than shall be provided and spacing of main reinforcement bars shall not be more than 300 mm. The arrangement of reinforcement shall comply with all the requirements specified in IS:450 – 2000.

(i) Wherever reinforcement is provided in foundations, the clear concrete cover to reinforcement shall not be less than 50 mm.

(j) The bottom slab/pod shall be designed both for bearing pressure as well as dead load of foundation and over weight of earth. The partial safety factors for the structural design of footing slab shall be same as specified for chimney.

(k) The structural design of foundations shall be strictly in accordance with IS:456 – 2000 and other relevant I.S. codes. The design of R.C.C. foundations shall be carried out by limit state method in accordance with IS:456 – 2000.

(l) The minimum thickness of footing slab for foundation shall not be less than 250 mm in case of dry locations and 300 mm in case of wet locations.

(m) The minimum thickness of footing slab of the edges shall not be less than 150 mm as specified in IS:456 – 2000.

(n) In the design of footing slabs, actual soil pressure under the footing shall be considered to calculate the maximum moments and shears at various sections. The critical sections for moments and shears shall be as specified in IS:456 – 2000. The reinforcement in the footings shall be accordingly calculated and provided.

(o) The footing slabs of all foundations shall be cast without any construction joints. However, construction joint shall be allowed between footing slab and pedestals/chimney.

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B. Anti-Earthquake Clamping Device for Transformer:

To prevent transformer movement during earthquake, clamping device shall be provided for fixing transformer to the foundation. The Bidder shall supply necessary bolts for embedding in the concrete foundation. The arrangements shall be such that the transformer can be fixed to or unfastened from these bolts as desired. The fixing of the transformers to the foundations shall be designed to withstand seismic events to the extent that a static co-efficient of 0.3g. applied in the direction of least resistance to that loading will not cause the transformer or clamping devices as well as bolts to be over stressed

Live Loads: The live loads shall be considered as per IS:875 (latest) Live load for entire ground floor roof slab of control room building shall be taken as 1000 kg/sq.m.

Wind Loads: Wind Loads shall be considered as per IS:875 & IS:802 as applicable.

Seismic Loads: Seismic loads be taken as per: IS:1893 (latest).

Design Loads:

Building structures shall be designed for the most critical combinations of deal loads, super-imposed loads, equipment loads, crane load, wind loads, seismic loads and temperature load.

Dead loads shall include the weight of structures complete with finishes, fixtures and partitions and should be taken as per IS 875 –Part I.

Super-imposed loads in different areas shall include live loads, minor equipment loads, cable trays, small pipe racks/hangers and erection, operation and maintenance loads. Equipment loads shall constitute, if applicable, all load of equipment to be supported on the building frame and should be taken as per IS 875 –part II

For crane loads an impact factor of 25% -(page 15 of IS 875 Part II)and lateral crane surge of 10% (lifted weight + weight of crane) shall be considered in the analysis of frame according to provisions of IS:875.-Part II The horizontal surge shall be 5% of the static wheel load.( page 16 of IS 875 Part II )

The wind loads shall be computed as per IS 875, Seismic Coefficient method shall be used for the seismic analysis as per IS 1893 Part I with importance factor 1.5.

For temperature loading, the total temperature variation shall be considered as 2/3 of the average maximum annual variation in temperature. The average maximum annual variation of temperature for the purpose shall be taken as the difference between the mean of the daily minimum temperature during the coldest month of the year and mean of daily maximum temperature during the hottest month of the year. The structure shall be designed to withstand stresses due to 50% of the total temperature variation.

Wind and Seismic force shall not be considered to act simultaneously.

Floors shall be designed to carry loads imposed by equipment cables piping travel of maintenance trucks and equipment and other loads as per relevant IS. Cable and piping loads shall also be considered additionally for floors where these loads are expected.

In addition, beams shall be designed to carry loads imposed by equipment, cables piping travel of 65

maintenance trucks and equipment and other loads associated with building. Floors shall be designed for live loads as per relevant IS cable and piping loads, shall also be considered additionally for floors where these loads are expected.

For consideration of loads on structures, IS:875, the following minimum superimposed live loads shall, however, be considered for the design.

All column foundation, Column, Ground Floor, Slab, roof beam shall be designed taking into account the dead load, live load and other superimposed loads whether it is control room or in open terrace. a Roof 1.5 KN/M2 For accessible roofs for in- 0.75 KN/M2 accessible roofs. b RCC-Floor (i) 5 KN/M2 For offices. (ii) 10 For equipment floors or (minimum) KN/M2 actual requirement, if higher than 10 KNM2 based on equipment component weight and layout plans. c Stairs & balconies 5 KN/M2 d Toilets 2 KN/M2 e Chequered plate floor 4 KN/M2 f Walkways. 3 KN/M2

Any additional load coming in the structure shall be calculated as per IS : 875/ Part II

C. Spacer Damper for Bundled Conductor:

Suitable spacer dampers for four bundle ACSR Moose conductor shall be offered. The spacer damper covered in this specification shall be designed to maintain the bundle spacing of 450 mm under all normal operating conditions and to effectively control Aeolian vibrations as well as sub- span oscillation and to restore conductor spacing after release of any external extraordinary load. The nominal sub conductor spacing shall be maintained within ±5 mm.

The spacer damper shall restore the normal sub-conductor spacing due to displacement by wind, electromagnetic and electrostatic forces including the specified short circuit level without permanent deformation or damage either to bundle conductors or to spacer damper itself.

The design offered shall be presented as a system consisting of spacer dampers and their staggering scheme for spans ranging from 100m to 1100m. A Vibration performance test shall be carried out on an experimental test line. The systems tested should be those specified by the Supplier for the 800 kV line conditions.

The test line selected for the performance evaluation shall have been designed for that purpose, be adequately exposed to wind and properly instrumented.

Sl. No. Description Technical particulars. 1 Configuration Double circuit For ACSR Moose conductor bundle per phase and all three phases per circuit in near vertical configuration on both side of tower

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Sl. No. Description Technical particulars. 2 Span length in metres i) Ruling span 400 m ii) Maximum Span 1100 m iii) Minimum span 100 m 3 Tensile load in each sub-conductor Sag Tension calculation shall be provided to the supplier for various wind temperature loading conditions for two ruling design spans. 4 Maximum permissible dynamic strains ± 150 micro strains.

Under the operating conditions specified, the spacer damper system shall adequately control Aeolian vibrations throughout the life of the transmission line with wind velocity ranging from 0 to 30 km per hour in order to prevent damage to conductor at suspension clamps, dead end clamps and spacer damper clamps.

The spacer damper system shall also control the sub-span oscillations in order to prevent conductor damage due to chaffing and severe bending stresses at the spacer damper clamps as well as suspension and dead end clamps and to avoid wear to spacer damper components.

The spacer damper shall consist of a rigid central body called the frame linked to the conductor by four articulated arms terminated by suitable clamping system. The articulation shall be designed to provide elastic and damping forces under angular movement of the arms. The dynamic characteristics of the articulations shall be maintained for the whole life of the transmission line.

The clamping system shall be designed to provide firm but gentle and permanent grip while protecting the conductor against local static or dynamic stresses expected during normal operating conditions. The clamping system shall be designed to compensate for any reduction of conductor diameter due to creep. Bolted type clamps shall allow installation without removal of the bolts or the clamps from clamp body. Locking mechanism shall be suitable to prevent bolt loosening. Clamp locking devices using small loose components shall not accepted.

Nut cracker, hinged open or boltless type clamps are acceptable provided adequate grip can be maintained on the conductor.

Bolts and nuts shall be of mild steel, stainless steel, or high strength steel in accordance with the design of the spacer damper.

Where elastomer surfaced clamps are used, the elastomer elements shall be firmly fixed to the clamp. The insert should be forged from aluminum alloy of type 6061 or equivalent aluminum alloy having minimum tensile strength of 25 kg/mm2. The insert shall be moulded on the insert surface. The insert shall be duly heat treated and aged to retain its consistent characteristics during service. The grain flow of the forged insert shall be in the direction of the maximum tension and compression loads experienced.

If clamps involving preformed rods are used, these rods shall be designed for specific conductor size. They shall be made of high strength aluminum alloy of type 6061 or equivalent aluminum alloy having a minimum tensile strength of 35 kg/mm2. The rods shall be ball ended. The rods shall be heat treated and aged to achieve specified mechanical properties and to retain the same during service. The length of the rods shall be such that the ends fall inside the imaginary square shoes sides are vertical and horizontal outer tangents to the conductor sections. The spacer damper body shall be cast/forged from suitable high strength corrosion resistant aluminum alloy. The aluminum 67

alloy shall be chosen in relation with the process used. However a combination of aluminum alloy and steel shall also be accepted.

The rubber components involved in the design such as damping elements shall be made with rubber compound selected specifically for that particular application.

The Bidder shall submit a complete list of physical and mechanical properties of the elastomer used. This list shall make reference to all applicable ASTM standards. The rubber components used shall have good resistance to the effects of temperature up to 95°C and to ultraviolet radiation, ozone and other atmospheric contaminants. The rubber shall have good wear and fatigue resistance and shall be electrically semi conductive.

The spacer damper involving ferrous material shall not have magnetic power loss more than one watt at 600A, 50 Hz alternative current per sub-conductor. The spacer damper assembly shall have electrical continuity. The electrical resistance between the sub-conductors across the assembly in case of spacer damper involving elastomer surfaced clamps shall be suitably selected by the manufacturer to ensure satisfactory electrical performance and avoid deterioration of elastomer under service conditions.

The spacer damper assembly shall have complete ease of installation and shall be capable of removal/reinstallation without any damage.

The spacer damper assembly shall be capable of being installed and removed from the energized line by means of hot line techniques. The Bidder shall supply with the bid the complete description of the installation, removal and reinstallation procedure.

The Bidder shall recommend the staggering scheme for installation of spacer dampers on the line which shall ensure most satisfactory fatigue performance of the line as specified. The scheme shall indicate the number of spacer dampers per phase per span and the sub-span lengths to be maintained between spacer dampers while installing on the four bundle conductors.

The staggering scheme shall be provided for spans ranging from 100m to1100m. The number of spacer dampers for a nominal ruling span of 400 m shall not be less than six.

No. of sub-span shall be greater than 70 m and no end sub-span shall be longer than 40m. The staggering scheme shall be such that the spacer dampers be unequally distributed along the span to achieve sufficient detuning of adjacent sub-spans for oscillations of sub-span mode and to ensure bundle stability for wind speed upto 39 m/Sec.

The Bidder shall furnish all the relevant technical documents in support of the staggering scheme recommended for the spacer damper.

Chemical Composition of High Carbon Steel The chemical composition of high carbon steel used in the manufacture of steel wire of ACSR conductor is given below for guidance. (IS 398 Part -5)

Element Percentage composition Carbon 0.50 to 0.85 Manganese 0.50 to 1.10 Phosphorus Not more than 0.035 68

Sulphur Not more than 0.045 Silicon 0.10 to 0.35

Design Particulars

Span a) Normal span) 400 Meter b) Wind span) As mentioned in c) Wt. span) tower designs Wind pressure on full projected area: 50 Kgs / Sq.mm. Temperature: Min 10°C, Max. 75°C, Every day 32°C

Factor of safety - The minimum factor of safety for conductor may be assumed as 2.0 based on their ultimate tensile strength at 32 Deck and maximum wind pressure expected in the region. In addition, the conductor tension at 32 Deck without external load should not exceed the following percentages of the ultimate strength of the conductor. Initial unloaded tension: 35% Final unloaded tension: 22%

C. Tower Structures

Design Criteria

All structures shall be designed for the worst combination of dead loads, lives loads, wind loads as per code IS:875 IS:802, seismic forces as per code IS:1893 (latest) importance factor of 1.5, loads due to deviation of conductor, load due to unbalanced vertical and horizontal forces, erection loads, short circuit forces including “snatch” in the case of bounded conductors etc., Short circuit forces shall be calculated considering a fault level of 40.0 KA. IEC 865 may be followed for evaluation of short circuit forces.

Switchyard gantry structure shall be designed for the two conditions i.e., normal condition and short circuit condition. In both conditions the design of all structures shall be based on the assumption that stringing is done only on one side i.e. all the three (phase) conductors broken on the other side. Factor of safety of 2.0. under normal conditions and 1.5 under short circuit condition shall be considered on all external loads for the design of switchyard structures which are of lattice type.

Vertical load of half the span of conductors/string and the earth wires on either side of the beam shall be taken into account for the purpose of design. Weight of man with tools shall be considered as 150 kgs for the design of structures.

Terminal/line take off gantries shall be designed for a minimum conductor tension of 4 metric tonnes per phase for 400 KV and 2 metric tonnes per phase for 220 KV, 1 tonne per phase for 132 KV or as per requirements whichever is higher. The distance between terminal gantry and dead end tower shall be taken as 200 metres. The design of these terminal gantries shall also be checked considering +/- 30 deg. Deviation of conductor in both vertical and horizontal planes. For other gantries the structural layout requirements shall be adopted in design. The girders shall be connected with lattice columns by bolted joints.

All pipe support used for supporting equipment shall be designed for the worst combination of dead loads, erection load. Wind load/seismic forces, short circuit forces and operating forces and operation forces acting on the equipment and associated bus bars as per IS:806. the material specification shall be as per IS:1161 read in conjunction with IS:806. 69

If luminaries are proposed to be fixed on gantries/towers, then the proper loading for the same shall be considered while designing. Also holes for fixing the brackets for luminaries should be provided wherever required.

Foundation bolts shall be designed for the loads for which the structures are designed.

Lightning Mast shall be 50 m in height (47.5 m lattice structure plus 2.5 m pipe) and designed for diagonal wind condition. Lightning masts shall be provided with a structural steel ladder within its base upto height of 25 metre. The ladder shall be provided with protection rings. Two platforms shall be provided one each at 12.5 m and 25.0 m height for mounting off lightning fixture. The platforms shall also have protection railing. The details of lightning fixtures would be as per the approved drawings.

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