Report and Recommendation of the President to the Board of Directors

Total Page:16

File Type:pdf, Size:1020Kb

Report and Recommendation of the President to the Board of Directors Report and Recommendation of the President to the Board of Directors Project Number: 38411 August 2008 Proposed Multitranche Financing Facility India: Orissa Integrated Irrigated Agriculture and Water Management Investment Program CURRENCY EQUIVALENTS (as of 1 August 2008) Currency Unit – Indian rupee(s) (Re/Rs) Rs1.00 = $0.0235 $1.00 = Rs42.49 ABBREVIATIONS ADB – Asian Development Bank AP – affected person CAD – command area development DOWR – Department of Water Resources EARF – environmental assessment and review framework EA – executing agency EIA – environmental impact assessment EIRR – economic internal rate of return FFA – framework financing agreement FYP – five-year plan GDP – gross domestic product ICB – international competitive bidding IEE – initial environmental examination IP – indigenous people ISPM – institutional strengthening and project management IWRM – integrated water resources management JBIC – Japan Bank for International Cooperation LIBOR – London interbank offered rate MCII – Mahanadi Chitropala Island Irrigation MFF – multitranche financing facility MIS – management information system MLI – minor lift irrigation MTFWFPF – Multi-Donor Trust Fund under the Water Financing Partnership Facility NCB – national competitive bidding NGO – nongovernment organization NIA – net irrigated area NWP – National Water Policy O&M – operation and maintenance OFID – OPEC Fund for International Development OPEC – Organization of the Petroleum Exporting Countries OSG – Orissa state government PFR – periodic financing request PIM – participatory irrigation management PMU – project management unit RF – resettlement framework RP – resettlement plan SGIA – second-generation imprest account SIO – subproject implementation office SIP – subproject implementation plan SOE – statement of expenditure TA – technical assistance WALMI – Water and Land Management Institute WUA – water user association NOTES (i) The fiscal year of the Government of India ends on 31 March. “FY” before a calendar year denotes the year in which the fiscal year ends, e.g., FY2007 ends on 31 March 2007. (ii) In this report, "$" refers to US dollars. Vice-President B. N. Lohani, Vice President-in-Charge (Operations 1) Director General K. Senga, South Asia Department Director F. Roche, Agriculture, Natural Resources, and Social Services Division, South Asia Department Team leader K. Yokoyama, Principal Water Resources Management Specialist, South Asia Department Team members J. Chatterji, Project Implementation Officer, South Asia Department S. Nebel, Rural Development Specialist, South Asia Department V. Samarasekara, Natural Resources Management Specialist, South Asia Department Y. Siddiqi, Water Resources Management Specialist, South Asia Department V. You, Senior Counsel, Office of the General Counsel CONTENTS Page MULTITRANCHE FINANCING FACILITY INVESTMENT PROGRAM SUMMARY i MAP I. THE PROPOSAL 1 II. RATIONALE: SECTOR PERFORMANCE, PROBLEMS, AND OPPORTUNITIES 1 A. Performance Indicators and Analysis 1 B. Analysis of Key Problems and Opportunities 2 III. THE PROPOSED INVESTMENT PROGRAM 6 A. Impact and Outcome 6 B. Outputs 6 C. Special Features 9 D. Program Investment and Financing Plan 10 E. Implementation Arrangements 12 IV. TECHNICAL ASSISTANCE 17 V. INVESTMENT PROGRAM BENEFITS, IMPACTS, ASSUMPTIONS, AND RISKS 17 A. Economic Impacts 17 B. Households and Poverty Reduction Impacts 18 C. Social and Gender Development Strategy 18 D. Indigenous Peoples 19 E. Resettlement 19 F. Environmental Impacts 20 G. Risks 20 VI. ASSURANCES 21 VII. RECOMMENDATION 23 APPENDIXES 1. Design and Monitoring Framework 24 2. Sector Assessment, Road Map, and Investment Program 28 3. External Assistance (1995–2007) 38 4. Lessons Learned 39 5. Cost Estimates and Financing Plan 42 6. Organizational Structure 45 7. Summary Subproject Selection Criteria and Approval Process 47 8. Subproject Implementation Procedure and Arrangements 49 9. Indicative Implementation Schedule 52 10. Procurement Plan (Project 1) 53 11. Summary Economic and Financial Analysis 56 12. Summary Poverty Reduction and Social Strategy 61 13. Summary Resettlement Framework 65 14. Summary Initial Environmental Examinations 67 SUPPLEMENTARY APPENDIXES (available on request) A. Chronology of Project Development and Processing B. Capacity Development Plan C. Detailed Cost Estimates and Financing Plan D. Detailed Implementation Arrangements E. Terms of Reference of Consultants and NGO Services F. Financial Management Assessment of the Executing Agency G. Technical Assistance for Institutional Development of Integrated Water Resources Management in Orissa H. Economic and Financial Analysis I. Poverty Reduction and Social Strategy J. Gender Action Plan K. Indigenous Peoples Development Framework L. Indigenous Peoples Specific Actions (Project 1) M. Resettlement Framework N. Resettlement Due Diligence Assessments (Project 1) O. Environmental Assessment and Review Framework P. Initial Environmental Examinations (Project 1) Q. Environmental Management Plan R. Recommendations on Refinement of Water User Association Act 2002 and Rules 2003 MULTITRANCHE FINANCING FACILITY INVESTMENT PROGRAM SUMMARY Borrower India Classification Targeting classification: General intervention Sector: Agriculture and natural resources Subsector: Irrigation and drainage Themes: Sustainable economic growth, governance, capacity development Subthemes: Developing rural areas, public governance, institutional development Environment Project 1 was classified as category B according to the Assessment Environment Policy (2002) of the Asian Development Bank (ADB). An initial environmental examination for Project 1 was undertaken for five major and medium-sized irrigation schemes, and two sample community-based minor lift irrigation schemes. An environmental assessment and review framework was also prepared to guide the environmental assessment of further subprojects. Sector Investment The proposed Orissa Integrated Irrigated Agriculture and Water Program Management Investment Program will enhance the productivity, water use efficiency, and sustainability of the existing major and medium-sized irrigation schemes and community-based minor lift irrigation systems in the four northern river basins and a part of the Mahanadi River Delta in Orissa state. The selected schemes are suffering from poor performance in irrigated agriculture due to inefficient operation, system deterioration, and limited integration with agriculture support services and marketing systems. The Investment Program will include (i) water user association (WUA) empowerment, (ii) renovation and extension of irrigation and associated infrastructure including field channels, (iii) agriculture and related support services including livelihood enhancement of the poor, and (iv) progressive transfer of the operation and maintenance (O&M) to WUAs. The Investment Program will also strengthen the institutional basis for participatory irrigation management (PIM) and integrated water resources management (IWRM) with management reforms and capacity strengthening of relevant institutions. Multitranche Financing The multitranche financing facility (MFF) will finance projects Facility under the Investment Program, provided the Government of India and the Orissa state government comply with the assurances to ADB and the constituent projects are in line with those assurances and with the criteria set out in the framework financing agreement (FFA). ADB will provide loans to finance projects under the MFF as soon as the projects are ready for financing upon submission of satisfactory related periodic financing request. Each loan will ii constitute a tranche and may carry terms different from the financing terms of previous or later loans. The choice of financing terms will depend on the project and ADB’s financing policies at the time the loan is documented in a legal document. Tranches may be provided in sequence or simultaneously, and may overlap. The projects corresponding to individual tranches may comprise individual subprojects, their subcomponents, and/or other physical and nonphysical components of the Investment Program that are packaged based on procurement and/or implementation years. Rationale Despite India’s rapid overall economic growth, development in agriculture and related rural nonfarm sectors has been stagnant, and the sector is making a slow transformation to more intensive and high-value production and processing systems. Bottlenecks in both rural and urban water resources are also increasingly seen as a major constraint to economic growth. In this context, irrigation is drawing major attention because of its high share (84%) of total water use, as well as its crucial importance for agriculture and rural growth. A significant part of the existing irrigation infrastructure remains underutilized, with low water-use efficiency and insufficient O&M. The Government of India is promoting state sector reforms through its National Water Policy (NWP) 1987 and 2002, which advocates PIM and IWRM to promote and sustain more efficient water use. Orissa is one of the poorest states in India. Despite recent acceleration of its annual economic growth rates, disparity against the national average is still widening. Agriculture is the backbone of the economy and is the central focus of the strategy of the Orissa state government (OSG) to reduce rural poverty. In this context, the low performance of existing irrigation infrastructure seriously constrains agricultural productivity and diversification.
Recommended publications
  • Research Setting
    S.K. Acharya, G.C. Mishra and Karma P. Kaleon Chapter–6 Research Setting Anshuman Jena, S K Acharya, G.C. Mishra and Lalu Das In any social science research, it is hardly possible to conceptualize and perceive the data and interpret the data more accurately until and unless a clear understanding of the characteristics in the area and attitude or behavior of people is at commend of the interpreter who intends to unveil an understanding of the implications and behavioral complexes of the individuals who live in the area under reference and from a representative part of the larger community. The socio demographic background of the local people in a rural setting has been critically administered in this chapter. A research setting is a surrounding in which inputs and elements of research are contextually imbibed, interactive and mutually contributive to the system performance. Research setting is immensely important in the sense because it is characterizing and influencing the interplays of different factors and components. Thus, a study on Perception of Farmer about the issues of Persuasive certainly demands a local unique with natural set up, demography, crop ecology, institutional set up and other socio cultural Social Ecology, Climate Change and, The Coastal Ecosystem ISBN: 978-93-85822-01-8 149 Anshuman Jena, S K Acharya, G.C. Mishra and Lalu Das milieus. It comprises of two types of research setting viz. Macro research setting and Micro research setting. Macro research setting encompasses the state as a whole, whereas micro research setting starts off from the boundaries of the chosen districts to the block or village periphery.
    [Show full text]
  • A Note from WIO on the Rengali Dam and Flood Management
    Special Note – II on ‘Odisha Floods 2011’ from Water Initiatives Odisha (WIO) 24th September, 2011 Different Designs, Same Management ‘Did we manage the Rengali dam the way we managed Hirakud?’ asks Water Initiatives Odisha, as it brings a special note on this issue in response to the latest spell of the flood disaster in northern Odisha Rivers. The latest spectre of floods over Brahmani and Baitarani has once again brought the Dam Operations and Management systems of the state into question. This time the focus goes to the Rengali dam. Before going further to the discussion, we would like to bring to your notice the water storage level that was maintained in the Rengali dam on select dates as against the recommended Rule Curve for that dam. Select Date Recommended Maximum Level at which the Reservoir Reservoir and Minimum was kept Limits (by Rule Curve) 1st July 109.72 M / 109.72 M 114.84 M 1st August 115.85 M/ 115.85 M 114.91 M 1st September 122.50 M/ 121.95 M 122.36 M 7th September 122.50 M/ 121.95 M 122.87 M 14th September 122.50 M/ 121.95 M 123.54 M 20th September 122.50 M/ 121.95 M 123.66 M 21st September 122.50 M/ 121.95 M 123.55 M 22nd September 122.50 M/ 121.95 M 123.56 M 23rd September 122.50 M/ 121.95 M 123.56 M 24th September 122.50 M/ 121.95 M 124.39 M As can be observed from the above, even as warnings of depression/low pressure were coming in (and in fact that has historically brought rain at this time of the year over Brahmani and Baitarani river basins), the Reservoir was kept consistently at a higher level.
    [Show full text]
  • Information( 13 Tahasil & 80 R.I. Offices)
    Information( 13 Tahasil & 80 R.I. Offices) CHAMPUA TAHASIL Champua Tahasil started functioning w.e.f. 01.04.1963. The total area of this Tahasil is Ac. 84,754.274. (342.98 SQ. KMS.) This Tahasil is coming under the jurisdiction of Champua Sub- Division and the area of this Tahasil is co-terminus with the area of Champua Block and Champua NAc consisting six R.I. circles namely Champua, Jyotipur, Chimila, Remuuli, Karanjia and Bhanda. This Tahasil is constituted with 151 revenue villages under 23 G.Ps. and newly created Champua NAC which coveres three police stations namely Champua, Joda (part) and Baria(part) . The total population of the Tahasil is 1, 15,103 as per 2011 census. Communication facilities are available from Tahasil head quarter to District head quarter. The principal income source of the people is cultivation and business. Champua Tahasil is situated 50 Kms away from District Headquarters. This Tahasil is surrounded by Maurbhanj District in east, Barbil Tahsil in west, Singhbhum District of Jharkhand State in north and Jhumpura Tahasil in south. Brief notes on R.I. Circles Under Champua Tahasil Champua : This R.I. circle is consisting of 17 revenue villages covering Rajia G.P. and newly declared Champua NAC having area of Ac.11,967.650. All the 17 villages are coming under jurisdiction of Champua P.S. and co-terminus with the area of Rajia G.P. and Champua NAC. Chimila : This R.I. circle is consisting of 27 villages covering Kodagadia, Jamudalak, Sunaposi and Kutariposi G.Ps. having area of Ac.14,484.513.
    [Show full text]
  • DISASTER MANAGEMENT PLAN. [Dowr] ****************************************** 1
    DISASTER MANAGEMENT PLAN. [DoWR] ****************************************** 1. Introduction The state Odisha is ranked as the 5th most flood prone state of the country after UP, Bihar, Assam and West Bengal with a flood prone area of 33400 km2. The south-west monsoon brings rains to the state from June to September every year. The state receives an average annual rainfall of 1500 mm and more than 80% of it occurs during monsoon period only. The coastal districts of the state are more vulnerable to frequent low pressure, cyclonic storms, depression and deep depression. The state has five major river basins namely Mahanadi, Brahmani, Baitarani, Subarnarekha and Rushikulya which cause high floods in their respective deltas. The rivers like Vamshadhara and Burhabalang also cause flash floods due to instant runoff from their hilly catchment. It is a fact that the three major river system Mahanadi, Brahmani and Baitarani forms a single delta during high flood and in most of the cases the flood water of these three systems blend together causing considerable flood havoc. Besides the state has 476.40 kms of coastline on the west of Bay of Bengal. The flood problem becomes more severe when the flood synchronies with high tides causing slow recede of flood. The silt deposited constantly by the waves in the delta area raises the flood level and the rivers often overflow their banks. The flood problem in the state generally aggravated due to some or all of the reasons as below: - Erratic monsoon, heavy monsoon rainfall accompanied by low pressures, depressions, deep depressions and cyclones. - Dam releases due to heavy inflows, thus causing massive outflows in the river.
    [Show full text]
  • SGAT Bulletin June 2015
    ISSN 0972-2173 RNI Regd. No: ORIENG/2000/2296 Vol. 16 • June 2015 • No. 1 EDITORIAL BOARD EXECUTIVE COUNCIL MEMBERS (2013-2015 term) EDITOR President Dr. S.K. Sarangi Dr. S. K. Sarangi 102, Royale Residency Vice-Presidents Plot No. VIP -48, IRC Village, Prof. M.C. Dash Bhubaneswar – 751 015 Prof. Omkar Nath Mohanty Phone: 0674-2551080 General Secretary (I/c) Fax: 0674-2551687 Shri Sujit Kumar Mohanty E-mail: [email protected] Jt. Secretaries [email protected] Dr. S.C. Mahala Shri Sujit Kumar Mohanty ADVISORS MEMBERS Treasurer Shri T. Mohanta Prof. Dr. S. Acharya Dr. More Ramulu Members Chairman Principal Scientist Shri Nalini Ranjan Patnaik 155, VIP Colony CSIR-Central Institute of Dr. B. M. Faruque Bhubaneswar – 751 015 Mining & Fuel Research Shri Rajib Lochan Mohanty Nagpur - 440006 Shri Jiban Mohapatra Dr. Rabindra Nath Hota Prof. Dr. Madhab Ch. Dash Prof. Dr. R.N. Hota Dr. R.C. Mohanty 101, Ananda Villa P.G. Dept. of Geology Shri R.N. Patra 45, VIP Area, IRC Village Utkal University Dr. Subhransu Bhusan Ray Bhubaneswar 751015 Vani Vihar, Bhubaneswar Shri Ardhendu Mohapatra Shri Subhransu Mishra Shri K.C. Pradhan Shri S.N. Padhi Dr. B.K. Mohapatra Shri M.V. Rao A/8, Palaspalli Former Scientist Shri G.C. Das B.D.A. Complex Institute of Minerals and Mrs. Nirupama Das Bhubaneswar – 751 020 Materials Technology Shri S.K. Das Bhubaneswar – 751 013 Shri Pravakar Rout Shri J. K. Hota Shri G.S. Khuntia Dr. S.K. Biswal Shri Sudhakara Adhikaree Shri Sanjay Patnaik Shri Alok Behari Panigrahi Shri Lalit Kumar Tewari, IFS Publication of the Society of Geoscientists and Allied Technologists Complementary for Members of the Society The statements made or views expressed in articles in this publication do not necessarily reflect the opinion of SGAT SGAT Bulletin Vol.
    [Show full text]
  • Assessment of Water Quality of Baitarani River
    Published by : International Journal of Engineering Research & Technology (IJERT) http://www.ijert.org ISSN: 2278-0181 Vol. 7 Issue 07, July-2018 Assessment of Water Quality of Baitarani River Dr. Tushar Kumar Nath1, Bhagirathi Tripathy2 Abhijeet Das3 1Professor, IGIT, Sarang 2Assistant Professor, IGIT, Sarang 2Faculty, Civil Engg. Department, IGIT, Sarang, Dhenkanal, Abstract - Levels of various physico-chemical parameters quality of water for irrigation. However, such water along with coli form cell units were determined for fourteen influences crops yield. water samples in pre-monsoon, monsoon and post- monsoon periods between March-2014 to Feb-2015 to assess the water quality stations of Baitarani River. Most of the LITERATURE REVIEW parameters were of maximum value in post-monsoon period. The samples were acidic in post-monsoon period River basins are highly vulnerable to contamination due where as slightly acidic to alkaline in other periods. The pH, to absorption and transportation of domestic, industrial EC, TDS, TH, the major cations and anions in all samples and agricultural waste water. Anthropogenic influence as and DO values in most of the samples were well within the well as natural processes degrade surface waters and BIS and WHO limits. But turbidity, TSS, total and faecal impair their use for drinking, industrial, agricultural and coliform units and in some cases BOD values were beyond recreational purposes (Kumar and Dua, 2009). India is the limits indicating contaminated water bodies. Fe and heading towards a fresh water crisis mainly due to Cr contributed a lot for high value of WQI. The sample improper management of water resources and from (S8) was found to be unsuitable for drinking and environmental degradation.
    [Show full text]
  • List of Rivers in India
    Sl. No Name of River 1 Aarpa River 2 Achan Kovil River 3 Adyar River 4 Aganashini 5 Ahar River 6 Ajay River 7 Aji River 8 Alaknanda River 9 Amanat River 10 Amaravathi River 11 Arkavati River 12 Atrai River 13 Baitarani River 14 Balan River 15 Banas River 16 Barak River 17 Barakar River 18 Beas River 19 Berach River 20 Betwa River 21 Bhadar River 22 Bhadra River 23 Bhagirathi River 24 Bharathappuzha 25 Bhargavi River 26 Bhavani River 27 Bhilangna River 28 Bhima River 29 Bhugdoi River 30 Brahmaputra River 31 Brahmani River 32 Burhi Gandak River 33 Cauvery River 34 Chambal River 35 Chenab River 36 Cheyyar River 37 Chaliya River 38 Coovum River 39 Damanganga River 40 Devi River 41 Daya River 42 Damodar River 43 Doodhna River 44 Dhansiri River 45 Dudhimati River 46 Dravyavati River 47 Falgu River 48 Gambhir River 49 Gandak www.downloadexcelfiles.com 50 Ganges River 51 Ganges River 52 Gayathripuzha 53 Ghaggar River 54 Ghaghara River 55 Ghataprabha 56 Girija River 57 Girna River 58 Godavari River 59 Gomti River 60 Gunjavni River 61 Halali River 62 Hoogli River 63 Hindon River 64 gursuti river 65 IB River 66 Indus River 67 Indravati River 68 Indrayani River 69 Jaldhaka 70 Jhelum River 71 Jayamangali River 72 Jambhira River 73 Kabini River 74 Kadalundi River 75 Kaagini River 76 Kali River- Gujarat 77 Kali River- Karnataka 78 Kali River- Uttarakhand 79 Kali River- Uttar Pradesh 80 Kali Sindh River 81 Kaliasote River 82 Karmanasha 83 Karban River 84 Kallada River 85 Kallayi River 86 Kalpathipuzha 87 Kameng River 88 Kanhan River 89 Kamla River 90
    [Show full text]
  • Rivers of India
    Downloaded From examtrix.com Compilation of Rivers www.onlyias.in Mahanadi RiverDownloaded From examtrix.com Source: Danadkarnya Left bank: Sheonath, Hasdo and Mand Right bank: Tel, Jonk, Ong Hirakund dam Olive Ridley Turtles: Gahirmatha beach, Orissa: Nesting turtles River flows through the states of Chhattisgarh and Odisha. River Ends in Bay of Bengal Mahanadi RiverDownloaded From examtrix.com Mahanadi RiverDownloaded From examtrix.com • The Mahanadi basin extends over states of Chhattisgarh and Odisha and comparatively smaller portions of Jharkhand, Maharashtra and Madhya Pradesh, draining an area of 1.4 lakh Sq.km. • It is bounded by the Central India hills on the north, by the Eastern Ghats on the south and east and by the Maikala range on the west. • The Mahanadi (“Great River”) follows a total course of 560 miles (900 km). • It has its source in the northern foothills of Dandakaranya in Raipur District of Chhattisgarh at an elevation of 442 m. • The Mahanadi is one of the major rivers of the peninsular rivers, in water potential and flood producing capacity, it ranks second to the Godavari. Mahanadi RiverDownloaded From examtrix.com • Other small streams between the Mahanadi and the Rushikulya draining directly into the Chilka Lake also forms the part of the basin. • After receiving the Seonath River, it turns east and enters Odisha state. • At Sambalpur the Hirakud Dam (one of the largest dams in India) on the river has formed a man-made lake 35 miles (55 km) long. • It enters the Odisha plains near Cuttack and enters the Bay of Bengal at False Point by several channels.
    [Show full text]
  • Runoff Estimation Using Swat Model in Brahmani-Baitarani River Basin
    International Journal of Biotech Trends and Technology (IJBTT) – Volume2 Issue 3 Number2–Jun 2012 RUNOFF ESTIMATION USING SWAT MODEL IN BRAHMANI-BAITARANI RIVER BASIN Kaviya B, Department of Civil Engineering, Bharath University, Chennai Abstract: Water is undoubtedly the most vital natural resource. Water use management is one of the greatest challenges that face humanity. The demand for water is continuously growing because of the population growth, the intensive urbanization and the development of industrial and agricultural activities. To face the increasing pressure on this vital resource, it is so necessary to set up the adequate instruments to ensure a rational and efficient management of this resource. In this context, the hydrological modeling is largely used as an instrument to assess the functioning of these resources at basin scale. In addition, the use of spatial models let to depict and simulate the watershed processes at small spatial and heterogeneous scales that reflect the field reality more accurate and more realistic as possible. However, the use of spatial models requires geospatial data that must be gathered at very fine scales. The study area is Brahmani-Baitarani which extends from 20º29’00”N to 23º37’47”.The objective of the study is to compute the runoff using SWAT hydrological model in Brahmani-Baitarani basin. The study has been executed using remote sensing data and other geo-spatial database, and other field data using semi-distributed hydrological models. In this study water balance component Runoff have been computed and its results have been calibrated and validated and finally the performance of the model is valuated.
    [Show full text]
  • BAITARANI RIVER BASIN, INDIA Ravindra Vitthal Kale Supervisors: Professor Toshio Koike MEE18715 Dr
    DEVELOPMENT OF INTEGRATED HYDROLOGICAL MODELLING FRAMEWORK FOR FLOOD INUNDATION MAPPING IN BRAHMANI- BAITARANI RIVER BASIN, INDIA Ravindra Vitthal Kale Supervisors: Professor Toshio Koike MEE18715 Dr. Katsunori Tamakawa Dr. Yoshihiro Shibuo Dr. Yoshiyuki Imamura Professor Sugahara Masaru ABSTRACT To provide aid for operational flood disaster management, this inter-disciplinary research proposes the conceptualized integrated distributed hydrological modelling framework based on the spatially distributed hydrological models such as the Water and Energy Budget-based Distributed Hydrological Model (WEB-DHM) and the Rainfall-Runoff-Inundation (RRI) model for flood inundation mapping and flood hazard assessment in the Brahmani-Baitarani River basin, India. This modelling framework also takes into account the dam operation impact on the flood inundation in the delta region. Furthermore, the attempt has been made to extract the flood extent and flood inundation depth from the MODIS data using GIS based tools such as Modified Gradient Based Method (MGBM) and FwDET 2.0 tool, respectively. These flood inundation maps derived from satellite data products are used to verify the simulated flood extent and flood depth obtained with proposed integrated hydrological modelling framework. These flood inundation mapping results with both above approaches are found promising which warrants its application for the near-real time operational purpose as well as its transfer to large river basin with similar hydro-climatic and topographical conditions. Keywords: Flood Inundation Mapping, WEB-DHM, RRI, FwDET, Dam Operation. INTRODUCTION Flood inundation mapping is very useful and effective non-structural measure in managing flood risk and designing food prevention measures to frame flood disaster risk reduction policies. However , the flood inundation modelling tools for large river basin which are scientifically strong and practically simple for flood hazard assessment in near real-time present great challenges to the disaster planning and management authority.
    [Show full text]
  • PRE-FEASIBILITY REPORT of Proposal for 2.4 MTPA Pellet Plant
    PRE-FEASIBILITY REPORT Of Proposal For 2.4 MTPA Pellet Plant Over an Area of 42.040 Acres At Village- Tanto, Tehsil- Barbil, Dist.- Keonjhar, Odisha By Project Proponent: M/s Narbheram Power and Steel limited Avani Signature, 6th floor, 91A/1, Park Street, Kolkata , West Bengal, India Prepared by: - VISIONTEK CONSULTANCY SERVICES PVT. LTD (An Enviro Engineering Consulting Cell) Bhubaneswar, Odisha NABET Certificate No. -NABET/EIA/2023/RA 0209 TABLE OF CONTENTS Chapter Topic Page No. No. 1 Executive Summary 1 1.1 Executive summary 1 1.2 Details of Products Proposed 1 1.3 Salient Features of the Proposed Project 2 1.4 Land Use Planning 4 2 Introduction 6 2.1 Identification of the Project and Project proponent 6 2.2 Brief Description of Nature of the Project 6 Need for the Project and its Importance to the 2.3 6 Country 2.4 Demand Supply Gap 7 2.5 Imports vs. Indigenous Production 7 2.6 Export Possibility 7 2.7 Domestic/ Export Markets 8 2.8 Employment Generation 8 3 Project Description 9 Type of Project Including Interlinked and 3.1 9 Interdependent Projects 3.2 Location with Co-ordinates 9 Details of Alternate Sites Considered and the Basis 3.3 15 of Selecting the Proposed Site. 3.4 Size or Magnitude of Operation 17 3.5 Project Description 17 3.5.1 Process Description- Iron Ore Pellet Plant 17 3.6 Resource Optimization/ Recycling and Reuse 30 Envisaged in the Project Availability of Water Its Source, Energy Power 3.7 31 Requirement 3.7.1 Water Requirement 31 3.7.2 Power Requirement 31 3.8 Fuel Requirement 32 Quantity of Wastes to be Generated
    [Show full text]
  • Ports & Iwt, South Division, Berhampur
    GOVERNMENT OF ODISHA COMMERCE & TRANSPORT (COM) DEPARTMENT OFFICE OF THE EXECUTIVE ENGINEER (CIVIL) PORTS & IWT, SOUTH DIVISION, BERHAMPUR EIA/EMP study report for Establishment of Passenger Jetty & Public Rain Shelter at Baradia in Kendrapada District R E P O R T The Directorate of Ports & Inland Water Transport under Commerce & Transport (Com) Department in Government of Odisha provides landing & berthing facilities for launches, mechanized boats, country boats along the Odisha coast by improving the existing ferry ghat to passenger Jetty & Public Rain Shelter. Baradia in Kendrapada district is situated on the right bank of River Baitarani. Commerce & Transport (Com) Department has provided motor launches services from Chandabali to Talchua via Baradia & vice versa to facilitate the communication system through Inland Water Transport as there is no road connectivity to Baradia & its nearby villages from Chandabali, Dhamara & Talchua. Since long, there is a small stone masonry ferry ghat used by the local public. The passengers are facing a lot of difficulties to get-in & get-down especially in low tide situation throughout the year. Hence, it is proposed to improve the old existing ferry ghat into all weather RCC Jetty (for landing & berthing of launches) & Public Rain Shelter (for waiting & sheltering of passengers) for the convenience of the public with an estimated cost of Rs.208.00 Lakh. The area earmarked to establish Jetty & Public Rain Shelter at Kasturikana is coming under Part-II, Section 3, Sub-section (ii) of dated the 6th January, 2011, Para- 3(i) (a)-Those directly related to waterfront or directly needing foreshore facilities & Para 8(I) CRZ-I-(ii) (b) -Construction of Jetty/Construction of public rain shelter is within the permissible activities which is not ecologically sensitive and the area adjoining is coming under CRZ-III.
    [Show full text]