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Sonepur Was Awarded the Status of a District in April 1993 After Being Carved out from the Erstwhile Bolangir District and Was Renamed As Suvarnapur
GROUND WATER INFORMATION BOOKLET OF SUVARNAPUR DISTRICT, ORISSA CENTRAL GROUND WATER BOARD MINISTRY OF WATER RESOURCE SOUTH EASTERN REGION, BHUBANESWAR DISTRICT AT A GLANCE Sl ITEMS STATISTICS No 1. GENERAL INFORMATION i) Geographical area (sq km) 2337 sq. km ii) Administrative Division 2 Number of Tehsil/Block 6 Number of Panchayat/villages 80 nos of gram panchayat iii) Population (as on 2011 census) 652107 iv) Average annual rainfall mm 1443.5mm 2. GEOMORPHOLOGY Major Physiographic units Undulating plains dotted with residual hills Major Drainage River Mahanadi, Tel and their tributaries 3. LAND USE (sq km) a) Forest area 410.00 b) Net sown area 1070.00 c) Cultivable area 4. MAJOR SOIL TYPES Alfisols and Vertisols 5. AREA UNDER PRINCIPAL CROPS 6. IRRIGATION BY DIFFERENT SOURCES (Area and Numbers of structures) Dug wells 5282 –DW with Tenda 512-DW with pumpset Tube well/ bore well 22 Tanks/Ponds Canals Other sources Net irrigated area Gross irrigated area 2119000 ha 7. NUMBERS OF GROUND WATER MONITORING WELLS OF CGWB (AS ON 31.3.11) 8. No of Dug well 30 9. No of Piezometers 10. PREDOMONANT GEOLOGICAL Precambrian crystalline FORMATIONS 11. HYDROGEOLOGY Major Water bearing Formation Granite, Khondalite, Charnokite, Quartzite Pre monsoon Depth to water level during 2.12 m-8.26 m 2011 Post monsoon Depth to water level during 1.06 m-3.18 m 2011 Long term water level trend in 10 years Pre monsoon (Rise 0.008-0.246 in m/yr m/yr Fall 0.001-7.85 m/yr) Post monsoon (Rise 0.001-0.349 m/yr Fall 0.002-0.248 m/yr) 12. -
Defaulter-Private-Itis.Pdf
PRIVATE DEFAULTER ITI LIST FOR FORM FILL-UP OF AITT NOVEMBER 2020 Sl. No. District ITI_Code ITI_Name 1 ANGUL PR21000166 PR21000166-Shivashakti ITC, AT Bikash Nagar Tarang, Anugul, Odisha, -759122 2 ANGUL PR21000192 PR21000192-Diamond ITC, At/PO Rantalei, Anugul, Odisha, -759122 3 ANGUL PR21000209 PR21000209-Biswanath ITC, At-PO Budhapanka Via-Banarpal, Anugul, Odisha, - 759128 4 ANGUL PR21000213 PR21000213-Ashirwad ITC, AT/PO Mahidharpur, Anugul, Odisha, -759122 5 ANGUL PR21000218 PR21000218-Gayatri ITC, AT-Laxmi Bajar P.O Vikrampur F.C.I, Anugul, Odisha, - 759100 6 ANGUL PR21000223 PR21000223-Narayana Institute of Industrial Technology ITC, AT/PO Kishor, Anugul, Odisha, -759126 7 ANGUL PR21000231 PR21000231-Orissa ITC, AT/PO Panchamahala, Anugul, Odisha, -759122 8 ANGUL PR21000235 PR21000235-Guru ITC, At.Similipada, P.O Angul, Anugul, Odisha, -759122 9 ANGUL PR21000358 PR21000358-Malayagiri Industrial Training Centre, Batisuand Nuasahi Pallahara, Anugul, Odisha, -759119 10 ANGUL PR21000400 PR21000400-Swami Nigamananda Industrial Training Centre, At- Kendupalli, Po- Nukhapada, Ps- Narasinghpur, Cuttack, Odisha, -754032 11 ANGUL PR21000422 PR21000422-Matrushakti Industrial Training Institute, At/po-Samal Barrage Town ship, Anugul, Odisha, -759037 12 ANGUL PR21000501 PR21000501-Sivananda (Private) Industrial Training Institute, At/Po-Ananda Bazar,Talcher Thermal, Anugul, Odisha, - 13 ANGUL PU21000453 PU21000453-O P Jindal Institute of Technology & Skills, Angul, Opposite of Circuit House, Po/Ps/Dist-Angul, Anugul, Odisha, -759122 14 BALASORE -
Surface Water Quality Analysis Along Mahanadi River (Downstream of Hirakud to Delta)
Published by : International Journal of Engineering Research & Technology (IJERT) http://www.ijert.org ISSN: 2278-0181 Vol. 7 Issue 07, July-2018 Surface Water Quality Analysis Along Mahanadi River (Downstream of Hirakud to Delta) Deba prakash satapathy1, Anil Kumar Kar2, Abhijeet Das3 1Associate Professor, C.E.T. Bhubaneswar 2Associate Professor, V.S.S.U.T, Burla 3Mtech Student, Civil Engg. Department, C.E.T, Bhubaneswar, Abstract: - In the present research program the status of The Mahanadi watershed is the most developed and pollution of water of a major river namely Mahanadi of Odisha urbanized region in the state of Odisha. The increasing (downstream of Hirakud dam) has been analyzed. The study deterioration of water quality of the watershed is mainly was conducted to assess and ascertain the physico-chemical attributed to the uncontrolled and improper disposal of properties of Mahanadi river water from sixteen different solid and toxic waste from industrial effluents, agricultural water quality monitoring stations of State Pollution Control Board. The analysis was carried out by taking certain runoff and other human activities. This alarming water important water quality determining parameters like pH, pollution not only causing degradation of water quality but Dissolved Oxygen (DO), Biological Oxygen Demand (BOD), also threatens human health and balance of aquatic Chemical Oxygen Demand (COD), Chloride, Total Dissolved ecosystem, and economic development of the state. Oxygen (TDS), Nitrate, Sulphates, Total Hardness (TH), In the present study, data matrix obtained during 14 years Electrical Conductivity (EC) and Fluoride. Analyzed monitoring program (2000 to 2014) is subjected to different parameters like pH, DO, TH, Chloride, Sulphate and TDS multivariate statistical approach to extract information were found within permissible limit prescribed by IS 10500 about the similarities or dissimilarities between sampling except Nitrate and Fluoride content which exceeds at some sites, and the influences of possible sources on water sites. -
Brief Note on Live Storage Status of 130 Reservoirs in the Country (With Reference to Reservoir Storage Bulletin of 02.09.2021)
BRIEF NOTE ON LIVE STORAGE STATUS OF 130 RESERVOIRS IN THE COUNTRY (WITH REFERENCE TO RESERVOIR STORAGE BULLETIN OF 02.09.2021) 1. ALL INDIA STATUS Central Water Commission is monitoring live storage status of 130 reservoirs of the country on weekly basis and is issuing weekly bulletin on every Thursday. Out of these reservoirs, 44 reservoirs have hydropower benefit with installed capacity of more than 60 MW. The total live storage capacity of these 130 reservoirs is 171.958 BCM which is about 66.70% of the live storage capacity of 257.812 BCM which is estimated to have been created in the country. As per reservoir storage bulletin dated 02.09.2021, live storage available in these reservoirs is 111.691 BCM, which is 65% of total live storage capacity of these reservoirs. However, last year the live storage available in these reservoirs for the corresponding period was 140.051 BCM and the average of last 10 years live storage was 119.026 BCM. Thus, the live storage available in 130 reservoirs as per 02.09.2021 Bulletin is 80% of the live storage of corresponding period of last year and 94% of storage of average of last ten years. As per Table-01, the overall storage position is less than the corresponding period of last year in the country as a whole and is also less than the average storage of last ten years during the corresponding period. 2. REGION WISE STORAGE STATUS: a) NORTHERN REGION The northern region includes States of Himachal Pradesh, Punjab and Rajasthan. -
Hirakud RAP.Pdf
DAM REHABILITATION AND IMPROVEMENT PROJECT CONSTRUCTION OF ADDITIONAL SPILLWAY OF HIRAKUD DAM, IN SAMBALPUR DISTRICT, ODISHA DRAFT RESETTLEMENT ACTION PLAN (RAP) Submitted by Department of Water Resources Government of Odisha June, 2018 Construction of Additional Spillway of Hirakud Dam under DRIP CONTENTS EXECUTIVE SUMMARY ................................................................................ i E.1 Background .............................................................................................................................. i E.2 Hirakud Dam Rehabilitation and Improvement ...................................................................... i E.3 Displacement of People ........................................................................................................... i E.4 Impacts ................................................................................................................................... ii E.5 Entitlement ............................................................................................................................. ii E.6 Consultation ........................................................................................................................... iii E.7 Implementation ..................................................................................................................... iv E.8 Monitoring and Evaluation .................................................................................................... iv E.9 Grievance Redressal Mechanism .......................................................................................... -
Dam Rehabilitation and Improvement Project Construction of Additional Spillway at Hirakud Dam, in Sambalpur District, Odisha
DAM REHABILITATION AND IMPROVEMENT PROJECT Public Disclosure Authorized CONSTRUCTION OF ADDITIONAL SPILLWAY AT HIRAKUD DAM, IN SAMBALPUR DISTRICT, ODISHA Public Disclosure Authorized ENVIRONMENTAL IMPACT ASSESSMENT Submitted By Public Disclosure Authorized Department of Water Resources Government of Odisha January, 2018 Public Disclosure Authorized CONTENTS Sl. No. TOPIC PAGE EXECUTIVE SUMMARY E-1 to E-25 E.1 INTRODUCTION E-1 E.2 NEED OF THE PROPOSED PROJECT E-1 E.3 NEED & OBJECTIVE OF EIA STUDY E-2 E.4 SCOPE OF THE STUDY E-2 E.5 DESCRIPTION OF PROJECT E-2 E.5.1 SALIENT FEATURES OF PROJECT E-3 E.6 ACTS, POLICY & INSTITUTIONAL FRAMEWORK E-5 E.7 BASELINE ASSESSMENT OF ENVIRONMENTAL COMPONENTS E-10 E.7.1 THE STUDY AREA E-10 E.7.2 SUMMARY OF BASELINE DATA E-10 E.8 STAKEHOLDERS AND PUBLIC CONSULTATION E-13 E.8.1 ISSUE DISCUSSED E-14 E.9 ANTICIPATED IMPACTS ON VARIOUS ENVIRONMENTAL E-18 COMPONENTS E.10 ANALYTICAL FINDINGS FROM IMPACT ASSESSMENT E-23 E.11 MITIGATION MEASURES E-23 E.12 ANALYSIS OF ALTERNATIVES E-23 E.13 ENVIRONMENTAL MANAGEMENT PLAN [EMP] E-24 E.13.1 ENVIRONMENTAL MONITORING PLAN [EMOP] E-24 E.13.2 ENVIRONMENT GRIEVANCE REDRESSAL MECHANISM E-24 E.13.3 INSTITUTIONAL ARRANGEMENT, TRAINING & CAPACITY E-24 BUILDING E.13.4 BUDGETARY SUPPORT E-25 CHAPTER-1: PROJECT DESCRIPTION C1-1 to C2-19 1.0 INTRODUCTION C1-1 1.1 HIRAKUD DAM ON RIVER MAHANADI C1-1 1.1.1 MAHANADI BASIN IN BRIEF C1-1 1.1.2 SALIENT FEATURES OF HIRAKUD DAM C1-2 1.1.3 DESIGNED MULTIPURPOSE BENEFITS C1-3 1.2 JUSTIFICATION OF THE PRESENT PROPOSAL C1-4 1.2.1 REVIEW OF DESIGN FLOOD C1-4 1.2.2 REVISED HYDROLOGY & ITS CONSEQUENCES C1-4 1.3 NEED OF THE PROPOSED PROJECT C1-5 1.4 ANALYSIS OF ALTERNATIVES C1-6 1.4.1 PRE-PROJECT DEVELOPMENT ALTERNATIVES C1-6 1.4.2 ENVIRONMENTAL ALTERNATIVE SCENARIO OF C1-8 IMPLEMENTATION & POST IMPLEMENTATION PHASES Sl. -
Hirakud Dam Project
GOVERNMENT OF INDIA ER COMMISSION REPORT OF THE ADVISORY COMMITTEE ON HIRAKUD DAM PROJECT * MARCH 1952 * Plt!Nl'ED IN INDIA BY THE MANAGER, GOVERNMENT OF INDIA PRESS, SIMlA IDRAKUD. 6th March, 1952, To The Secretary to the Government of India, Ministry of Natural ~esourcea and Scientific Research, ·NEw DELm. DEAR Sm, We the Members of the Advisory Committee on Hirakud Dam Project, appointed by the Go vt. o India vide Resolution No. DWII-12(24) dated the lOth January 1952, have reviewed the Revised Esti mates of the Hirakud Dam Project prepared by the Central Water and Power Commission, and submi· ~ our Report for the con..~iderati<?n of the Government. Th~ Committee met at Hira.kud on the 11th February and concluded its sitting on the 6th March 1952. During this period, it inspected the works under construction and the areas to be irrigated bot] in the Sambalpur District and the Delta lower down and interviewed several important officers of th1 Orissa State and the Hirakud Administration. · We wish to acknowledge the unfailing courtesy and cooperation r~ceived from Shri B. Sivaraman I.C.S., Commissioner, Northern Circle and Member, Board of Revenues, Orissa and his officers; Sill Kanwar Sain, I.S.E., Member (Designs) and Chief Engineer, Hirakud Dam Project, his Superintendin1 Engineers and Executive Engineers; Shri S. Sundararajan, Financial Adviser and Chief Accounts Officei Hirakud Dam Project; Dr. J. B. Mohanty, Secretary, River Valley Development Department, Orissa Mr. J. Shaw, I.S.E., Chief Engineer (Irrigation) Orissa; Shri R. L. Narayanan, ChiefEngineer (Electri city), Orissa ; Col. -
Sedimentation Study of Hirakud Reservoir Through Remote Sensing Techniques
Journal of Spatial Hydrology Volume 7 Number 1 Article 7 2007 Sedimentation Study of Hirakud Reservoir through Remote Sensing Techniques Follow this and additional works at: https://scholarsarchive.byu.edu/josh BYU ScholarsArchive Citation (2007) "Sedimentation Study of Hirakud Reservoir through Remote Sensing Techniques," Journal of Spatial Hydrology: Vol. 7 : No. 1 , Article 7. Available at: https://scholarsarchive.byu.edu/josh/vol7/iss1/7 This Article is brought to you for free and open access by the Journals at BYU ScholarsArchive. It has been accepted for inclusion in Journal of Spatial Hydrology by an authorized editor of BYU ScholarsArchive. For more information, please contact [email protected], [email protected]. Journal of Spatial Hydrology Vol.7, No.1, Spring 2007 Sedimentation Study of Hirakud Reservoir through Remote Sensing Techniques Saumitra Mukherjee*, Vijay Veer**, Shailendra Kumar Tyagi** and Vandana Sharma** Abstract Any reduction in water spread area at a specified elevation over a time period is indicative of sediment deposition at this level. This when integrated over a range of water stages helps in computing volume of storage lost through sedimentation. This study relates to estimation of capacity loss due to sedimentation of Hirakud reservoir, located in Orissa, India. Satellite data of 5 optimal dates corresponding to various water stages from minimum to maximum draw down levels were used in estimating the water spread areas. Simple ratiod (NIR/RED) image were generated to identify the water pixels and then verifying the standard FCC. The non-water pixels were then identified with the ratiod (GREEN/NIR) image and removed to have the total water spread. -
Thermal Power Plants in Odisha
Thermal Power Plants in Odisha Sl. Name Address & Contact Generation No. Person with E-mail-id Capacity in MW 1. M/s Aarti Steel Ltd. At-Ghantikhala, 80 Po- Mahakalabasta, Athagada, Cuttack Mr. Pritish Dash, Manager (Env.) [email protected] M-9437083942 2. M/s ACC Ltd. Bargarh Cement Works, 30 Cement Nagar, Bardol, Bargarh, Pin No. 768 038, Ph No. 91-6646-247161, Fax. 91-6646-246430 Mr. Debapratim Bhadra, Head- Energy & Env. debapratim.bhadra@accli mited.com M-9777447636 arupkumar.das@acclimite d.com 3. M/s Action Ispat & Power At: Pandripathar, 63 (P) Ltd. P.O. Marakuta, Dist-Jharsuguda, Pin No. 768202 Mr. BhabyaRanjan Nayak, Environment Dept. environment.bhabyaranja [email protected] Mr. Ranjan Sahu Asst. Env. Officer, M-7752023544 [email protected] om 4. M/s Bhushan Power & Vill-Thelkoloi, 370 Steel Ltd. P.O. Lapanga- 768232 Teh. Rengali, Dist-Sambalpur, Mr. Niranjan Parida, Dy. Manager, [email protected] M-9437150569 Sl. Name Address & Contact Generation No. Person with E-mail-id Capacity in MW 5. M/s Bhushan Steel Ltd. At- Narendrapur, 142 Meramundali, Dhenkanal Ph. No. 06762-300000 / 660002 / 660000, Fax. 91-011-66173997 Mr. Santosh Pattajoshi, Sr. Manager, santosh.pattajoshi@bhusha nsteel.com M-7077757663 ram.sharma@bhushansteel .com 6. M/s Bhushan Energy Ltd. At-Ganthigadia, 300 P.O. Nuahata, Via-Banarpal, Dist-Angul Pin No. 759128 Ph-6762-300000 Fax. 011-66173997 7. M/s Birla Tyres At/Po-Chhanpur, Kuruda, 20 Balasore-756056, Ph. No. 06782- 254621/254225, Fax.06782-254225 Mrs. Suchismita Patnaik, Team Member, suchismita_patnaik@birlaty re.com 8. -
An Assessment of the ROURKELA STEEL PLANT (RSP)
Environics Trust – Both Ends Rourkela Steel Plant (Expansion) “A RE EUROPEAN CAPITAL FLOWS CLIMATE -PROOF ?” An Assessment of the ROURKELA STEEL PLANT (RSP), INDIA By Environics Trust March 2010 Environics Trust, 33 B Third Floor Saidullajab M-B Road New Delhi 110030 [email protected] Environics Trust – Both Ends Rourkela Steel Plant (Expansion) Contents Preface & Acknowledgements i Executive Summary 1 1. Introduction 3 2. Financing the Rourkela Steel Plant 5 3. Impacts from a Climate Perspective 7 4. Social and Environmental Impacts 9 5. Conclusions & Recommendation 10 Annexure 11-14 Environics Trust – Both Ends Rourkela Steel Plant (Expansion) PREFACE & ACKNOWLEDGEMENTS There is a huge flow of capital across the world. European Export Credit Agencies provide financial support to their national companies to do business oversees in several sectors. Among these, the manufacturing sector based on extractive industries, has a deep and often irreparable impact on the ecosystems and communities. It is important for the State to make it mandatory upon the financiers and the ultimate beneficiaries of the profit to undertake detailed assessment on the climate, community and local environmental impacts of their investments. This case study looks into these impacts of the proposed expansion of the Rourkela Steel Plant in Orissa State, India, which is partly supported by the Dutch ECA Atradius DSB. We are grateful to the community members and other friends who helped us find relevant information, often very difficult in short spans of time and to provide their deep insights, particularly Nicolas Barla, Executive Council Member of mines, minerals and PEOPLE (mm&P). We are extremely grateful to Pieter Jansen of Both ENDS for reposing faith in our team to undertake this task and be a constant support and encouragement. -
An Analytical Study of Assessment of Class of Water Quality on River Brahmani, Odisha
IOSR Journal of Engineering (IOSRJEN) www.iosrjen.org ISSN (e): 2250-3021, ISSN (p): 2278-8719 Vol. 09, Issue 11, November. 2019, Series -III, PP 23-31 An Analytical Study of Assessment of Class of Water Quality on River Brahmani, Odisha Abhijeet Das1, Dr.Bhagirathi Tripathy2 1Assistant Professor (Consolidated), Civil Engineering Department, IGIT, Sarang, Odisha. 2Assistant Professor, Civil Engineering Department, IGIT, Sarang, Odisha. Corresponding Author: Abhijeet Das Received 08 November 2019; Accepted 25 November 2019 ABSTRACT: The present investigation is aimed at assessing the current water quality standard along the stretch of Brahmani River in terms of physico-chemical parameters. In the selected study area the River Brahmani is receiving a considerable amount of industrial wastes and witnessing a considerable amount of human and agricultural activities. Twelve samples were collected along the entire stretches of the river basin during the period from January-2000 to December-2015 on the first working day of every month. In the selected research area, the Brahmani River is receiving the domestic, industrial, and municipal waste waters/effluents all along its course. Various physico-chemical parameters like pH, Nitrate (NO₃), Total Dissolved Solids (TDS), Boron, Alkalinity, Calcium, Magnesium, Turbidity, Chloride Clˉ) , Sulphate (SO₄²ˉ), Fluoride(Fˉ) and Iron(Fe) etc. were analysed. The present study indicates that the water quality of Brahmani River is well within tolerance limit taking the physico-chemical parameters into considerations. Keywords: Brahmani River, Physico-chemical parameters, pH, TDS, Alkalinity, Tolerance limit. I. INTRODUCTION Water, a prime natural resource, is a basic need for sustenance of human civilization. Sustainable management of water resources is an essential requirement for the growth of the state’s economy and well being of the population. -
Comprehensive Disaster Management Plan (Updated Strategic Plan for Disaster Management)
DEPARTMENT OF WATER RESOURCES COMPREHENSIVE DISASTER MANAGEMENT PLAN (UPDATED STRATEGIC PLAN FOR DISASTER MANAGEMENT) MAHANADI- BURHABALANGA- PHAILIN-LEHAR-HELEN MAY’2018 BRAHAMANI-BAITARANI SUBARNAREKHA SOMETIMESDISASTERS AREINEVITABLE, BUTTIMELYTAKENPRECAUTIONARY MEASURES AND POST DISASTER RESCUE AND REHABILITATION ACTIVITIES MINIMISES THE LOSS TO A GREATER EXTENT. THE REPORT DESCRIBES THE STRATEGICPLANSFOR DISASTERMANAGEMENT BYSTATEWATERRESOURCES DEPARTMENT. DEPARTMENT O F WATER RESOURCES GOVERNMENT O F ODISHA DEPARTMENT OFWATER RESOURCES, GOVERNMENT OFODISHA COMPREHENSIVE DISASTER MANAGEMENT PLAN MAY’2018 Sl.No. Description of Items Page No. Chapter – 1: Introduction 1.1 Objective 1 1.2 Scope of the Plan 1 1.3 Overview of the Department 3 1.4 Acts, Rules and Policies governing the business of the department. 4 1.5 Institutional Arrangement for disaster management 4 1.5.1 Junior Engineer/Assistant Engineer 5 1.5.1.1 Pre-flood measures 5 1.5.1.2 Measures during flood 6 1.5.1.3 Post-flood measures 6 1.5.1.4 General 7 1.5.2 Assistant Executive Engineer (AEE) 7 1.5.2.1 Pre-flood measures 7 1.5.2.2 Measures during flood 8 1.5.2.3 Post-flood measures 8 1.5.2.4 General 9 1.5.3 Executive Engineer 9 1.5.3.1 Pre-flood measures 9 1.5.3.2 Measures during floods 9 1.5.3.3 Post-flood measures 10 1.5.3.4 General 10 1.5.4 Superintending Engineer 10 1.5.5 Chief Engineer / Chief Engineer & Basin Manager (CE & BM): 11 1.6 Preparation and implementation of departmental disaster management plan 12 Chapter – 2: Hazard, Risk and Vulnerability Analysis 2.1 Historical/past disaster/losses in the department 14 2.2 Emerging Concerns 22 Chapter-3: Capacity – Building Measures 3.1 Trainings and Capacity Building 23 3.2 Community Awareness and Community Preparedness Planning 23 3.3 Capacity Building of Community Task forces 24 3.4 Sustainable Management 25 3.5 Mitigation 25 3.6 DRR Master Planning for the Future 25 3.6.1 Community Engagement 26 3.6.2 Organizing Teams 26 3.7 Mitigation Capacity Building Needs & Workshop Planning 26 3.8 Workshop Planning.