Legal Instruments on Rivers in India Vol II
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Erai & Zarpat River Action Plan
ERAI & ZARPAT RIVER ACTION PLAN INTRODUCTION: Erai River is a main tributary of Wardha River in Chandrapur District and Zarpat River is a tributary of Erai River. Total length of Erai River from origin to meeting point at Wardha River is 25 km approx. and length of Zarpat River from its origin to confluence point with Erai River is 15 km approx. Zarpat river flows between the dense populations of Chandrapur City that includes slum area. Zarpat River originated from the natural spring near Lohara village and meets into Erai River near Mana village. Erai River supplies water to Chandrapur city and M/s CSTPS, Chandrapur from Erai Dam and 30 % water supply of Chandrapur City is drawn from Erai River, Datala Road, intake belt. Chandrapur City lifts about 54 MLD water and M/s CSTPS lifts around 304 MLD water from Erai River. In peak summer, sometimes water level at Erai Dam reaches at dead level and water intake for industrial consumption has to restrict by District Authority to ensure water supply for drinking purpose. The water quality of Erai River and Zarpat River is deteriorated due to discharging of domestic sewage from rural and urban population in the vicinity of river basin. These two river become sewer carrying drains of Chandrapur city. ERAI RIVER Origin – Near Kasarbodi / khadsangi, Tal. Chimur, Dist. Chandrapur Total Length – Approx. 78 km (from origin to Erai Dam – 45 Km approx. & from Erai dam to confluence point to Wardha River at Village Hadasti - 33 km approx.) Depth – 3 meter to 8 meter ERAI & ZARPAT RIVER ACTION PLAN 1 Figure 1: Tree Diagram of Erai, Zarpat and Wardha River ERAI & ZARPAT RIVER ACTION PLAN 2 Figure 2: Map of Chandrapur city ERAI & ZARPAT RIVER ACTION PLAN 3 Figure 3: Erai River Dam (Water source of Chandrapur city and M/s CSTPS) The Erai River is having self-origination nearby Chimur and meets to Wardha River near Ballarpur. -
Geology of Eastern Ghats in Andhra Pradesh
GEOLOGY OF EASTERN GHATS IN ANDHRA PRADESH BY A. SRIRAaMADAS (Geology Departrael;t, Andhra UMversity, Waltair) Received October 2, 1967 (Communicated by Prof. C. S. Pi¢lmmuthu,t.A.sc.) ABSTRACT The lithology, structure, metamorphism and stratigraphy of the granite gneisses, charnoekite series, khondalite series and .granites occur- ring in the Eastern Ghats of Andhra Pradesh are described. The granite gneisses consist of the garnetiferous granite gneiss, the grey granite gneiss and porphyritic granite gneiss. The charnockite series consists of granite, diorite, gabbro, norite, amphibolite and pyroxenite. The khondalite series comprises gneisses, schists, quattzites, and granulites, metamorphosed from argillaceous, arenaceous and calcareous sediments. The granites include the pink granites and pegmatites. The formations are highly folded with thrusts and strike slip faults. The granite gneisses, charnockite series and khondalite series are metamorphosed to the gra. nulite facies, with a few members in the amphibolite facies and occasional members in the eclogite facies. Some granite gneisses are the oldest rocks present, and others contempolaneous with charnockite selies, which are themselves older than or contemporaneous with the khondalite series. The pink granites and pegmatites are the youngest rocks of the region. LOCATION TttE Eastern Ghats in Andhra Pradesh are situated between Latitudes 16° and 19 °, and Longitudes 80 ° and 85 ° , and stretch for about 350 miles from Srikakulam District in the north, through Visakhapatnam, Godavari and Krishna Districts, to Guntur District in the south. They include Kurupam, Madugula, Anantagiri, Gudem, Chodavaram, Papikonda, Kondapalli and Kondavidu hill ranges. GEOLOGICAL FORMATIONS Fermor ~1936) included the Eastern Ghsts in the garnetiferous type (manganese ore) marble provine belonging to the charnockite region. -
GRMB Annual Report 2017-18
Government of India Ministry of Water Resources, RD & GR Godavari River Management Board ANNUAL REPORT 2017-18 GODAVARI BASIN – Dakshina Ganga Origin Brahmagiri near Trimbakeshwar, Nasik Dist., Maharashtra Geographical Area 9.50 % of Total GA of India Area & Location Latitude - 16°19’ to 22°34’ North Longitude – 73°24’ to 83° 4’ East Boundaries West: Western Ghats North: Satmala hills, the Ajanta range and the Mahadeo hills East: Eastern Ghats & the Bay of Bengal South: Balaghat & Mahadeo ranges stretching forth from eastern flank of the Western Ghats & the Anantgiri and other ranges of the hills and ridges separate the Gadavari basin from the Krishna basin. Catchment Area 3,12,812 Sq.km Length of the River 1465 km States Maharashtra (48.6%), Telangana (18.8%), Andhra Pradesh (4.5%), Chhattisgarh (10.9%), Madhya Pradesh (10.0%), Odisha (5.7%), Karnataka (1.4%) and Puducherry (Yanam) and emptying into Bay of Bengal Length in AP & TS 772 km Major Tributaries Pravara, Manjira, Manair – Right side of River Purna, Pranhita, Indravati, Sabari – Left side of River Sub- basins Twelve (G1- G12) Dams Gangapur Dam, Jayakwadi dam, Vishnupuri barrage, Ghatghar Dam, Upper Vaitarna reservoir, Sriram Sagar Dam, Dowleswaram Barrage. Hydro power stations Upper Indravati 600 MW Machkund 120 MW Balimela 510 MW Upper Sileru 240 MW Lower Sileru 460 MW Upper Kolab 320 MW Pench 160 MW Ghatghar pumped storage 250 MW Polavaram (under 960 MW construction) ANNUAL REPORT 2017-18 GODAVARI RIVER MANAGEMENT BOARD 5th Floor, Jalasoudha, Errum Manzil, Hyderabad- 500082 FROM CHAIRMAN’S DESK It gives me immense pleasure to present the Annual Report of Godavari River Management Board (GRMB) for the year 2017-18. -
MMIW" 1. (8Iiira)
..nth Ser... , Vol. ru, No. 11 ...,. July 1., 200t , MMIW" 1. (8IIIra) LOK SABHA DEBATES (Engllah Version) Second Seulon (FourtMnth Lok Sabha) (;-. r r ' ':1" (Vol. III Nos. 11 to 20) .. contains il'- r .. .Ig A g r ~/1'~.~.~~: LOK SABHA SECRETARIAT NEW DELHI Price : Rs. 50.00 EDITORIAL BOARD G.C. MalhotrII Secretary-General Lok Sabha Anand B. Kulkllrnl Joint Secretary Sharda Prued Principal Chief Editor telran Sahnl Chief Editor Parmnh Kumar Sharma Senior Editor AJIt Singh Yed8v Editor (ORIOINAL ENOUSH PROCEEDINGS INCLUDED IN ENGUSH VERSION AND ORIGINAL HINDI PROCEEDINGS INCLUDED IN HINDI VERSION WILL BE.TREATED AS AUTHORITA11VE AND NOT THE TRANSLATION THEREOF) CONTENTS ,.. (Fourteenth Serles. Vol. III. Second Session. 200411926 (Saka) No. 11. Monday. July 19. 2OO4IAudha, 28. 1121 CSU-) Sua.lECT OBITUARY REFERENCE ...... ...... .......... .... ..... ............................................ .......................... .................................... 1·2 WRITTEN ANSWERS TO QUESTIONS Starred Question No. 182-201 ................................................................. ................ ................... ...................... 2-36 Unstarred Question No. 1535-1735 .................... ..... ........ ........ ...... ........ ......... ................ ................. ........ ......... 36-364 ANNEXURE I Member-wise Index to Starred List of Ouestions ...... ............ .......... .... .......... ........................................ ........... 365 Member-wise Index to Unstarred Ust of Questions ........................................................................................ -
International Journal of Academic Research ISSN: 2348-7666; Vol.3, Issue-4(2), April, 2016 Impact Factor: 3.075; Email: [email protected]
International Journal of Academic Research ISSN: 2348-7666; Vol.3, Issue-4(2), April, 2016 Impact Factor: 3.075; Email: [email protected] , Assistant Professor, Dept. of Civil Engineering, Sri. Indu College of Engineering and Technology, Seriguda , Ibrahim patnam (M) R.R District. Telangana State. , Lecturer in Dept. of Economics, Govt. (UG &PG) College, Anantapur, Andhra Pradesh , Post-Doctoral Fellow , Dept. of Economics , S.K. University , S.V. Puram , Anantapur , District, Andhra Pradesh. Floods are the most devastating natural calamities by their nature since time immemorial. Flooding is mainly caused by over spilling of river banks Severity increases where there is obstruction like encroachment in water ways in urban areas etc. The present paper analysed flood management. The main objectives are (i) To describe the river system, Rainfall, forecasting system and affected areas, (ii) To identify the causes vulnerability, impacts, losses, strategies, controlling measures of floods affected areas. The paper discuss the river basin wise flood situations rainfall , forecasting systems sites cause , losses, risk reduction measures strategies and flood management of the study area. flood management, calamities, forecasting, river basin catchment, vulnerability, strategies. Flood waters are simply going as a waste Floods are one of the most devastating in to seas and oceans. To control the natural calamities, by their nature and floods and utilize the waters for irrigation since time immemorial. It is most and other purposes, Interlinking of rivers commonly observed during monsoon can be a substantial solution. A variety of season and severe floods occurring every mitigation measures can be identified and year in one part or the throughout the implemented measures include flood country which has been causing forecasting and warning, adopting proper recurrent tremendous extensive damage land-use planning, flood-prone area to Agriculture, life and property besides zoning, and management. -
NW-109 Wainganga-Pranahita River Final
Final Feasibility Report National Waterway-109 Region V – Wainganga-Pranahita River Kaleshwaram to Chandapur (165.78km) SURVEY PERIOD: 30 MAY 2016 TO 03 JUL 2016 Volume - I Prepared for: Inland Waterways Authority of India (Ministry of Shipping, Govt. of India) A-13, Sector – 1, NOIDA Distt. Gautam Budh Nagar, Uttar Pradesh – 201 301 Document Distribution Date Revision Distribution Hard Copy Soft Copy INLAND WATERWAYS 9 Dec 2016 Rev – 0 01 01 AUTHORITY OF INDIA INLAND WATERWAYS 21 Apr 2017 Rev – 1.0 01 01 AUTHORITY OF INDIA INLAND WATERWAYS 01 Dec 2017 Rev – 1.1 04 04 AUTHORITY OF INDIA INLAND WATERWAYS 26 Oct 2018 Rev – 1.2 04 04 AUTHORITY OF INDIA ACKNOWLEDGEMENT IIC Technologies Ltd. expresses its sincere gratitude to IWAI for awarding the work of carrying out detailed hydrographic surveys in the New National Waterways in NW-109 in Region V – from Kaleshwaram to Chandapur village. We would like to use this opportunity to pen down our profound gratitude and appreciations to Shri Pravir Pandey, IA&AS, Chairman IWAI for spending his valuable time and guidance for completing this Project. IIC Technologies Ltd., would also like to thank, Shri Alok Ranjan, ICAS, Member (Finance), Shri Shashi Bhushan Shukla, Member (Traffic), Shri S.K. Gangwar, Member (Technical) for their valuable support during the execution of project. IIC Technologies Ltd, wishes to express their gratitude to Capt. Ashish Arya, Hydrographic Chief IWAI, Cdr. P.K. Srivastava ex-Hydrographic Chief and Shri SVK Reddy, Chief Engineer-I for their guidance and inspiration for this project. IIC Technologies Ltd, would also like to thank Sh. -
Pre-Feasibility Report Proposed Ajansara Barrage Project for Lift
PRE-FEASIBILITY REPORT PROPOSED AJANSARA BARRAGE PROJECT M/s. Vidharbha FOR LIFT IRRIGATION CAPACITY:TOTAL 30004 CCA Irrigation Development at Village Ajansara, Taluka Hinganghat, District Wardha, Maharashtra Corporation (VIDC) STUDY PERIOD PROPOSED AJANSARA BARRAGE PROJECT FOR LIFT IRRIGATION FOR TOTAL 30004 CCA AND 24000 ICA AT VILLAGE AJANSARA, TALUKA HINGANGHAT, DISTRICT WARDHA, MS INDEX BY M/S. VIDHARBHA IRRIGATION DEVELOPMENT CORPORATION (VIDC) INDEX Sr. No. Particular Page No. 1 Executive Summary 1 2 INTRODUCTION OF THE PROJECT/ BACKGROUND 6 INFORMATION 2.1 Identification of project 6 2.2 Brief History of nature of the project 7 2.3 Need for the project and its importance to the country and 7 region 2.4 Benefit of Project 9 3 PROJECT DESCRIPTION 10 3.1 Type of project including interlinked and interdependent 10 projects, if any 3.2 Regulatory Frame Work 10 3.3 Location (map showing general location, specific location, 11 and project boundary & project site layout) with coordinates 3.4 Details of alternate sites considered and the basis of 21 selecting the proposed site, particularly the environmental considerations gone into should be highlighted 3.5 Size or magnitude of operation 21 3.6 Project description with process details (a schematic 21 diagram/ flow chart showing the project layout, components of the project etc. 3.6.1 Design Feature of Head Work 21 3.6.2 Rolled Filled Earth Dam 22 3.6.3 Barrage 23 3.6.4 Design of Barrage 23 3.6.5 Foundation of Barrage 23 4 IRRIGATION PLANNING 24 4.1 Existing and Proposed Facilities in Command Area 24 4.2 Existing and Proposed Cropping Patterns 24 4.3 Soil Survey 24 4.4 Evaporation Losses 25 5 SURVEY AND INVESTIGATION 25 5.1 Topographical Survey & Investigation 25 5.2 Survey for Barrage 25 5.3 Submergence Survey 25 5.4 Canal and Command Area Survey 25 5.5 Survey for Construction Material 25 5.6 Geotechnical Investigation 26 6 PROJECT HYDROLOGY 26 6.1 General Climate and Hydrology 26 6.2 Hydrological Data 27 6.2.1 Catchment Area 27 SMS Envocare Ltd. -
Bastar District Chhattisgarh 2012-13
For official use only Government of India Ministry of Water Resources Central Ground Water Board GROUND WATER BROCHURE OF BASTAR DISTRICT CHHATTISGARH 2012-13 Keshkal Baderajpur Pharasgaon Makri Kondagaon Bakawand Bastar Lohandiguda Tokapal Jagdalpur Bastanar Darbha Regional Director North Central Chhattisgarh Region Reena Apartment, II Floor, NH-43 Pachpedi Naka, Raipur (C.G.) 492001 Ph No. 0771-2413903, 2413689 Email- [email protected] GROUND WATER BROCHURE OF BASTAR DISTRICT DISTRICT AT A GLANCE I Location 1. Location : Located in the SSE part of Chhattisgarh State Latitude : 18°38’04”- 20°11’40” N Longitude : 81°17’35”- 82°14’50” E II General 1. Geographical area : 10577.7 sq.km 2. Villages : 1087 nos 3. Development blocks : 12 nos 4. Population : 1411644 Male : 697359 Female : 714285 5. Average annual rainfall : 1386.77mm 6. Major Physiographic unit : Predominantly Bastar plateau 7. Major Drainage : Indravati , Kotri and Narangi rivers 8. Forest area : 1997.68 sq. km ( Reserved) 390.38 sq. km ( Protected) 2588.75 sq. km (Revenue ) Total – 4976.77 sq.km. III Major Soil 1) Alfisols : Red gravelly, red sandy &red loamy 2) Ultisols : Lateritic,Red & yellow soil IV Principal crops 1) Rice : 2024 ha 2) Wheat : 667ha 3) Maize : 2250 ha V Irrigation 1) Net area sown : 315657 sq. km 2) Net and gross irrigated area : 9592 ha a) By dug wells : 2460 no (758 ha) b By tube wells : 1973 no (2184ha) c) By tank/Ponds : 102 no (1442ha) d) By canals : 15 no ( 421 ha) e) By other sources : 4391 ha VI Monitoring wells (by CGWB) 1) Dug wells -
18.06.21.Final List of Applicants.Xlsx
Date of Advertisement : 24-03-2021 Last date of submission of application: 16-06-2021 List of applicants who have applied for RO dealerships in KARNATAKA State within due date: 1264 List of Applications Received till closing Date - as per details furnished on application cover Loc.N Name of the Location Revenue District Category Name of the Applicant ooo 1 On LHS From Mezban Function Hall To Indal Circle On Belgavi Bauxite Road Belgavi Open Girish D 1 On LHS From Mezban Function Hall To Indal Circle On Belgavi Bauxite Road Belgavi Open Ambikadevi G 1 On LHS From Mezban Function Hall To Indal Circle On Belgavi Bauxite Road Belgavi Open Sureshkumar R R 2 On LHS From Kerala Hotel In Biranholi Village To Hanuman Temple ,Ukkad On Kolhapur To Belgavi - NH48 Belgavi Open Mrutyunjaya Yaragatti 3 Within Tanigere Panchayath Limit On SH 76 Davangere OBC Santosh G H 4 On LHS Of NH275 From Byrapatna (Channapatna Taluk) Towards Mysore Ramnagara SC Pavan kumar M 4 On LHS Of NH275 From Byrapatna (Channapatna Taluk) Towards Mysore Ramnagara SC Dhana Gopal 4 On LHS Of NH275 From Byrapatna (Channapatna Taluk) Towards Mysore Ramnagara SC Prabhakaravardhana 4 On LHS Of NH275 From Byrapatna (Channapatna Taluk) Towards Mysore Ramnagara SC Narasimhamurthy 4 On LHS Of NH275 From Byrapatna (Channapatna Taluk) Towards Mysore Ramnagara SC B V Srinivas 4 On LHS Of NH275 From Byrapatna (Channapatna Taluk) Towards Mysore Ramnagara SC Chalapathi 4 On LHS Of NH275 From Byrapatna (Channapatna Taluk) Towards Mysore Ramnagara SC Subramani Giridhar S 4 On LHS Of NH275 From -
“Runoff Modeling in Ghataprabha Sub Basin for Climate Change Scenario”
“Runoff Modeling in Ghataprabha Sub basin for Climate Change Scenario” By Nagraj S. Patil , Mr. Nataraj, A. N. B. Gowda, Nagendra VISVESVARAYA TECHNOLOGICAL UNIVERSITY DEPARTMENT OF WATER AND LAND MANAGEMENT Centre for P.G. Studies VTU Belagavi Motivation….. Climate change can be sum up to measurable difference in the values of atmospheric variables such as precipitation, temperature, humidity, wind, solar radiation, atmospheric pressure and other meterological variable over a long period of time. Thus, it is important to quantify the impacts of climate change to frame mitigation and adaptation measures. Hydrological modeling of water cycle in areas with extreme events and natural hazards (e.g., flooding, droughts) is imperative for sustainable management of soil and water resources. Understanding water resources availability would help stakeholders and policymakers to plan and develop an area. The distributed hydrological model can also be used for climate change impact on surface runoff and water availability in the basin catchments. The main aim of this study is to predict surface runoff in the Ghataprabha sub basin catchment using hydrological model SWAT. Objectives The main aim of the study is to simulate the runoff over a Ghatapraha sub basin. Following are the specific objectives are to be achieved. • Multi-site calibration and validation of SWAT Model for Ghataprabha sub basin for the monthly discharge. • Downscaling of climate variables (precipitation, temperature, relative humidity, solar radiation and wind speed) for the Ghataptabha sub basin. • To simulate the surface runoff for the Ghataprabha sub basin using downscaled data from 2021- 2100. • Simulate of streamflow at the four discharge gauge (Bagalkot, Gokak falls, Gotur and Daddi) stations. -
Chapter 2 Physical Features
Middle Kolab Multipurpose Project Detailed Project Report CHAPTER 2 PHYSICAL FEATURES 2.1 GENERAL There are few places on earth that are special and Odisha is one of them. It is a fascinating land filled with exquisite temples, monuments and possessing beaches, wild life, sanctuaries and natural landscape of enchanting beauty. The project area falls in Koraput and Malkangiri district of Odisha having its geographical area as 5294.5 Sq. Km. The district is bounded by Rayagada and Srikaklam district on its East side, Bastar district on the west, Malkangiri district on South-west side, Nabarangpur district on north and Vishakhapatnam on south. Malkangiri and Koraput districts are situated at 18°35’ Latitude and 82°72’ Longitude at an average elevation of 170 and 870 m respectively from mean sea level. The district’s demographic profile makes it clear that it is a predominantly tribal and backward district with 56% tribal and 78% of the rural families below poverty line (BPL). The region is characterised by high temperature and humidity in most parts of the year and medium to high annual rainfall. There is a considerable extent of natural vegetation in this region. The hydrographical features also reflect these effects. The chapter describes the general topographical and physical features of the Kolab basin and the project command area. 2.2 PHYSIOGRAPHY Odisha State lies within latitude 17° 48 to 23° 34 and longitude 81° 24 to 87°29 and is bounded on the north by Jharkhand, on the west by Chhattisgarh, on the south by Andhra Pradesh and on the north-east by West Bengal. -
Ministry of Road Transport & Highways (2020-21)
7 MINISTRY OF ROAD TRANSPORT & HIGHWAYS ESTIMATES AND FUNCTIONING OF NATIONAL HIGHWAY PROJECTS INCLUDING BHARATMALA PROJECTS COMMITTEE ON ESTIMATES (2020-21) SEVENTH REPORT ___________________________________________ (SEVENTEENTH LOK SABHA) LOK SABHA SECRETARIAT NEW DELHI SEVENTH REPORT COMMITTEE ON ESTIMATES (2020-21) (SEVENTEENTH LOK SABHA) MINISTRY OF ROAD TRANSPORT & HIGHWAYS ESTIMATES AND FUNCTIONING OF NATIONAL HIGHWAY PROJECTS INCLUDING BHARATMALA PROJECTS Presented to Lok Sabha on 09 February, 2021 _______ LOK SABHA SECRETARIAT NEW DELHI February, 2021/ Magha, 1942(S) ________________________________________________________ CONTENTS PAGE COMPOSITION OF THE COMMITTEE ON ESTIMATES (2019-20) (iii) COMPOSITION OF THE COMMITTEE ON ESTIMATES (2020-21) (iv) INTRODUCTION (v) PART - I CHAPTER I Introductory 1 Associated Offices of MoRTH 1 Plan-wise increase in National Highway (NH) length 3 CHAPTER II Financial Performance 5 Financial Plan indicating the source of funds upto 2020-21 5 for Phase-I of Bharatmala Pariyojana and other schemes for development of roads/NHs Central Road and Infrastructure Fund (CRIF) 7 CHAPTER III Physical Performance 9 Details of physical performance of construction of NHs 9 Details of progress of other ongoing schemes apart from 10 Bharatmala Pariyojana/NHDP Reasons for delays NH projects and steps taken to expedite 10 the process Details of NHs included under Bharatmala Pariyojana 13 Consideration for approving State roads as new NHs 15 State-wise details of DPR works awarded for State roads 17 approved in-principle