Economic Sector Government of Andhra Pradesh
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Proposed Development of Mega Industrial Park in an Area of 6415.10 Acres
FORM- I For PROPOSED DEVELOPMENT OF MEGA INDUSTRIAL PARK IN AN AREA OF 6415.10 ACRES AT VILLAGES: KOPPARTHY, TADIGOTLA, YADAVAPURAM, THOLLAGANGANAPALLI, AMBAVARAM & RAMPATHADU DISTRICT: YSR KADAPA STATE: ANDHRA PRADESH BY ANDHRA PRADESH INDUSTRIAL INFRASTRUCTURE CORPORATION LTD. IT Park, APIIC Towers, Mangalagiri, Guntur District-522503, Andhra Pradesh August, 2019 Form- I I. Basic Information S. Item Details N 1. Name of the Project Proposed MegaIndustrial Park-Kopparthy 2. S. No. in the schedule 7 (C) Proposed capacity/ area/ length/ 6415.10Acres (2596.10 Ha) tonnage to be handled/ command 3. area / lease area /number of wells to be drilled. 4. New/Expansion/Modernization New 5. Existing Capacity/Area etc. Not Applicable 6. Category of Project i.e., ‘A’ or ‘B’ “A” Does it attract general condition? If 7. No yes, please specify. Does it attract specific condition? If Industrial Park with area greater than 500 Ha 8. Yes, please specify. and housing at least one Category B industry. The Project is proposed at Villages : Kopparthy, Tadigotla, Yadavapuram, Thollaganganapalli, Ambavaram & Rampathadu, YSR Kadapa District, Andhra Pradesh. The site is about 2596.10 Ha (6415.10 Acres) and falls in 57 Location J/10,11,14 & 15 of SOI Topo sheet and spatial location of the site is 12048’3.22“ N, 9. 79039’35.22” E (Centre Coordinates). The location map of proposed MIP-Kopparthy is given in Annexure-1. MIP master plan is given as Annexure-2. Kopparthy Village - S.Nos. 1-119, 433- 442, 448 - 459,637- 640, 658, Plot/Survey/Khasra No. 660, 667- 675, 687, 688- 761, 766, 768, 770- 773, 775, 776, 779, 780, 781, 783, 785-791, S. -
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. -
Exploring the Passive Margins–A Case Study from the Eastern Continental
J. Ind. Geophys. UnionExploring ( January the Passive 2015 Margins–a ) case study from the Eastern Continental Margin of India v.19, no.1, pp:11-26 Exploring the Passive Margins–a case study from the Eastern Continental Margin of India K.S.R.Murthy Former CSIR Emeritus Scientist, Presently MoES Project Scientist, CSIR-National Institute of Oceanography, Regional Centre, 176, Lawsons Bay, Visakhapatnam. 530017 [email protected] ABSTracT The Eastern Continental Margin of India (ECMI) is a passive margin, evolved due to the break-up of India from East Antarctica during Late Cretaceous (140–120 Ma). Over the last three decades extensive marine geophysical data (bathymetry, magnetic, gravity and multi-channel seismic reflection) was collected over the ECMI. These data sets were analyzed to understand the structure, tectonics and the geodynamic evolution of this passive margin. This paper presents the synthesis of the results obtained from marine geophysical studies spanning over a period of nearly two decades, mainly related to the geomorphology, tectonics, coastal seismicity, Holocene sea level history and marine geohazards of the margin. The geodynamic evolution of this passive margin is explained based on the major tectonic lineaments like Continent-Ocean Boundary (COB), the NE-SW horst and graben trend of the continental basement and the rift related dyke intrusions within the continental basement. Land – Ocean Tectonic lineaments (LOTs) identified from the data reveal neotectonic activity associated at the three locations over the ECMI. Holocene sea level history has been traced from the high resolution seismic reflection data. Marine geohazards over the basinal and non basinal areas of ECMI have been demarcated. -
Pattern of Tree Communities and Descriptions of Papagni River Basin, Andhra Pradesh
IJEP 36 (8) : 616-627 (2016) (Received on May 14, 2016) Pattern of Tree Communities and Descriptions of Papagni River Basin, Andhra Pradesh S. Rajendrakumar Amrita Vishwa Vidyapeetham (Amrita University), Centre for Sustainable Future, Amrita Nagar, Coimbatore-641 112 Tree communities of Papagni river basin was assessed using random transect method, 42 transects were developed at the length of 1 km. At every 200 m of transects nested circular plots (mature trees - 15 x 15 m; seedlings and saplings - 8 x 8 m) were developed, a total of 210 nested plots were developed and quantified tree species. Richness of mature trees showed 30 species and 25 and 32 species from seedlings and saplings stage, respectively. The density and diversity (H’) of mature trees showed 23/ha and 2.83, seedlings 50/ha and 2.51 and saplings 211/ha and 2.63. Tree species association was measured using Hierarchical cluster analysis, dominant species of the river basin were associated and forms unique communities. Variation of species between mature trees, seedlings and saplings was tested with Mann-Whitney U test. Significant variations were observed between each stage. As a result less tolerant native species were disappearing and non-native fast growing species overbearing in this region. KEYWORD Papagni, Trees, Diversity, Mann-Whitney, Seedling. AUTHOR 1*. Dr. S. Rajendrakumar, Assistant Professor, Centre for Sustainable Future, Amrita Vishwa Vidyapeetham (Amrita University), Amrita Nagar, Coimbatore - 641 112. IJEP 36 (8) : 628-634 (2016) (Received on May 23, 2016) Estimation of Aquifer Thickness of Groundwater Using Resistivity Survey in Tripura Jayanta Debbarman, Pankaj Kumar Roy, Manish Pal and Asis Mazumdar Jadavpur University, School of Water Resources Engineering, Kolkata - 700 032 Resistivity sounding using Schlumberger array was conducted in different parts of Tripura for locating aquifer zones as a part of water supply scheme for household and irrigation purpose. -
Displacement and Rehabilitation Under Veligallu Project
IC Value 2016 : 61.33| SJIF Impact Factor(2018) : 8.003| ISI Impact Factor (2017):1.365 (Dubai) Research Paper Volume - 6, Issue- 11, November 2018 |e-ISSN : 2347 - 9671| p- ISSN : 2349 - 0187 EPRA International Journal ofEconomic and Business Review - Peer Reviewed Journal DISPLACEMENT AND REHABILITATION UNDER VELIGALLU PROJECT P.Kalandar Ph.D, Scholar Dept of Economics, Yogi Vemana University, Kadapa, Andhra Pradesh, India Dr.T.Sudarsana Reddy Asst. Professor, Dept., of Economics,Yogi Vemana University, Kadapa, Andhra Pradesh, India ABSTRACT India is a tropical country. Where Agriculture is dependent mainly on Eratic Monsoon. The Government of India has been spending crores of rupees to reduce its dependence on rain by creating Irrigation facility in the country through developing major and minor projects in this regards Andhra Pradesh Govt., constructed a Veligallu Project KEYWORDS: near Veligallu Village, Galiveedu Mandal in YSR District. This paper contains a Agriculture, drinking Special Dimension the problem of Displacement, Resettlement and Rehabilitation of water, social distress, Veligallu Project. It is important to note that most of the Project are located in the irrigation, dams, drought prone areas. It’s mainly study the various projects due to the displacement in Andhra Pradesh level and focus primarily on the conditions of the affected population. The Veligallu Dam Reservoir Project is an Irrigation Project across Papagni River near Galiveedu in Kadapa District of Andhra Pradesh, India. The Project’s goal is to allow for the irrigation of total of 24,000 acres in Rayachoty Taluk of Kadapa District and for drinking water provision for a population of 1 lakh. -
Participatory Groundwater Management in Andhra Pradesh (India) Smallholders And Sustainable Wells
Smallholders and sustainable wells A Retrospect: Participatory Groundwater Management in Andhra Pradesh (India) Smallholders and sustainable wells A Retrospect: Participatory Groundwater Management in Andhra Pradesh (India) Samala Venkata Govardhan Das Jacob Burke FOOD AND AGRICULTURE ORGANIZATION OF THE UNITED NATIONS Rome, 2013 The designations employed and the presentation of material in this information product do not imply the expression of any opinion whatsoever on the part of the Food and Agriculture Organization of the United Nations (FAO) concerning the legal or development status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. The mention of specific companies or products of manufacturers, whether or not these have been patented, does not imply that these have been endorsed or recommended by FAO in preference to others of a similar nature that are not mentioned. The views expressed in this information product are those of the author(s) and do not necessarily reflect the views or policies of FAO. © FAO 2013 FAO encourages the use, reproduction and dissemination of material in this information product. Except where otherwise indicated, material may be copied, downloaded and printed for private study, research and teaching purposes, or for use in non-commercial products or services, provided that appropriate acknowledgement of FAO as the source and copyright holder is given and that FAO’s endorsement of users’ views, products or services is not implied in any way. All requests for translation and adaptation rights, and for resale and other commercial use rights should be made via www.fao.org/contact-us/licence-request or addressed to [email protected]. -
A Regional Assessment of the Potential for Co2 Storage in the Indian Subcontinent
A REGIONAL ASSESSMENT OF THE POTENTIAL FOR CO2 STORAGE IN THE INDIAN SUBCONTINENT Technical Study Report No. 2008/2 May 2008 This document has been prepared for the Executive Committee of the IEA GHG Programme. It is not a publication of the Operating Agent, International Energy Agency or its Secretariat. INTERNATIONAL ENERGY AGENCY The International Energy Agency (IEA) was established in 1974 within the framework of the Organisation for Economic Co-operation and Development (OECD) to implement an international energy programme. The IEA fosters co-operation amongst its 26 member countries and the European Commission, and with the other countries, in order to increase energy security by improved efficiency of energy use, development of alternative energy sources and research, development and demonstration on matters of energy supply and use. This is achieved through a series of collaborative activities, organised under more than 40 Implementing Agreements. These agreements cover more than 200 individual items of research, development and demonstration. The IEA Greenhouse Gas R&D Programme is one of these Implementing Agreements. ACKNOWLEDGEMENTS AND CITATIONS This report was prepared as an account of the work sponsored by the IEA Greenhouse Gas R&D Programme. The views and opinions of the authors expressed herein do not necessarily reflect those of the IEA Greenhouse Gas R&D Programme, its members, the International Energy Agency, the organisations listed below, nor any employee or persons acting on behalf of any of them. In addition, none of these make any warranty, express or implied, assumes any liability or responsibility for the accuracy, completeness or usefulness of any information, apparatus, product of process disclosed or represents that its use would not infringe privately owned rights, including any parties intellectual property rights. -
Water Balance and Climatic Classification of the Cauvery River Basin, India
International Journal of Science and Research (IJSR) ISSN (Online): 2319-7064 Index Copernicus Value (2013): 6.14 | Impact Factor (2015): 6.391 Water Balance and Climatic Classification of the Cauvery River Basin, India M. Sambasiva Rao1, T. Somasekhara Reddy2, K. Somanna3 1Professor, Department of Geography, Sri Krishnadevaraya University, Anantapuram- 515 003, India 2, 3Post Doctoral Fellows, Department of Geography, Sri Krishnadevaraya University, Anantapuram- 515 003, India Abstract: The Cauvery basin covering an area of about 81, 155 km2 has been studied with view to explain the spatial distribution of water balance elements like potential evapotranspiration, actual evapotranspiration, water deficit, water surplus, moisture adequacy, Aridity Index and Moisture Index. From about 37 stations the mean monthly rainfall and mean monthly temperature is collected over a period of fifty years. Applying Thornthwaite and Mather (1955) book keeping procedure the monthly, seasonal and annual water balance elements of the Cauvery basin are worked out and mapped. The annual recharge of the Cauvery basin has been worked out using rainfall recharge method. From the analysis it is found that the Western Ghats, Nilagiris and Kodaikanal hills of the Cauvery basin experiences water surplus. The central and eastern plains of the basin experience water deficit. From the analysis of water balance it is found that out of total surface water resources of 105, 109, 725, 000 m3 about 10% is stored in surface tanks, ponds and reservoirs, 15.06% is recharged to ground water, 30% is lost in the form of surface run-off and 44.94% of the water is lost in the form of evaporation and evapotranspiration. -
Irrigation Profile of Prakasam District
10/31/2018 District Irrigation Profiles IRRIGATION PROFILE OF PRAKASAM DISTRICT *Click here for Ayacut Map INTRODUCTION: The population of the district is 33.93 lakhs (Census 2011). The river Krishna flows towards North West of the district. The area of the district is mostly covered under Nagarjuna Sagar Canal system irrigating an ayacut of 4.4 lakh acres. There is another completed major irrigation project viz., Krishna Western Delta irrigating an ayacut of 72,120 acres, and Five medium irrigation projects viz. Rallapadu, Mopadu,Cumbum tank, Veeraraghavunikota anicut, Paleru Bitragunta anicut, The geographical features of the district are as follows. Geographical Area Area ( in lakh acres) in % with Total Area Total geographical area 43.55 100 Forest 10.93 25 Cultivable area 16.56 38 Barren and un-cultivable land 3.85 9 Land put to non agricultural use and others 12.21 28 Sown area 16.01 37 Irrigated area 10.5 24 Normal average rain fall 750 mm Details Of Irrigation Projects http://irrigationap.cgg.gov.in/wrd/getDistricts 1/32 10/31/2018 District Irrigation Profiles S.No Description Nos Ayacut in acres A. Completed Projects I. Major Irrigation Projects a. Nagarjuna Sagar Jawahar Canal 1 4,29,747 b. Krishna Western Delta: 1 72,120 c. MSR Ramatheertham Balancing Reservoir 1 72,874 (Stabilization) Total 3 5,74,741 II. Medium Irrigation Projects a. Rallapadu Project: 1 13,191 b. Mopadu Project: 1 12,719 c. Cumbum Tank 1 6,944 d. Veeraraghavunikota Anicut 1 5,555 e. Paleru Bitragunta Anicut 1 7,318 Total 5 45,727 B. -
Government of Andhra Pradesh Socio
GOVERNMENT OF ANDHRA PRADESH PLANNING DEPARTMENT SOCIO ECONOMIC SURVEY 2018-19 Srikakulam Vizianagaram Visakhapatnam East Godavari West Godavari Guntur Krishna Kurnool Prakasam Anantapuramu Nellore Cuddapah Chittoor PLANNING DEPARTMENT SOCIO ECONOMIC SURVEY 2018-19 GOVERNMENT OF ANDHRA PRADESH Title_Kala.indd 1 09-07-2019 11.57.49 PM SOCIO ECONOMIC SURVEY 2018-19 i ii SOCIO ECONOMIC SURVEY 2018-19 SOCIO ECONOMIC SURVEY 2018-19 iii PREFACE At the national level, the Ministry of Finance, Government of India presents the Economic Survey in both houses of the Parliament every year, just before the Union Budget. It is the ministry’s view on the annual economic development of the country. Annual document of the Ministry of Finance, Government of India, Economic Survey, reviews the developments in the Indian economy over the previous 12 months, summarizes the performance on major development programs and highlights the policy initiatives of the government and the prospects of the economy in the short to medium term. It contains certain prescriptions that may find a place in the Union Budget which is presented a day or two later. The Government of Andhra Pradesh publishes ‘Socio- Economic Survey’ report every year and places it in both Houses of the State Legislature along with the budget documents. The report is a unique volume that captures the socio-economic changes took place in the state since the beginning of the financial year. The report essentially attempts to present the growth performance of the state economy by capturing the progress under key macro- economic aggregates and physical outcomes because of implementation of various programmes / schemes during the year 2018-19. -
Chapter 2 Physical Features
Chapter 2 Physical Features 2.1 Geographical disposition Nagarjunasagar - Somasila link canal takes off from the existing Nagarjunasagar reservoir from its right flank earth dam and runs parallel to the NSRBC to its right side, till both the canals amalgamate into one at RD 202.75 km. Beyond this point upto its out-fall into Somasila reservoir, the canal generally runs in south direction. The canal passes through the mandals of Macherla, Durgi, Karampudi, Piduguralla, Nekarikallu, Ipuru and Bollapalli of Guntur district, Pullala Cheruvu, Tripurantakam, Donakonda, Kurichedu, Konakanamitla, Podili, Kanigiri, Veligandla and Pamuru of Prakasam district and Varikuntapadu, Udayagiri, Duttalur, Marripadu and Anantasagaram mandals of Nellore district. 2.2 Topography of the basins and command area The link project including its command area falls in the basins of the Krishna, Gundlakamma, the streams between Gundlakamma and Pennar, and Pennar. The topography of these basins is described briefly in the following sections: 2.2.1 Krishna basin The Krishna basin is bounded on the north by the common ridge separating it from Godavari basin, on the south and east by the Eastern Ghats and on the west by Western Ghats. Except for the hills forming the watershed round the basin, the entire drainage basin of the river comprises of rolling and undulating country and a series of ridges and valleys interspersed with low hill ranges. Large flat areas of the type seen in the Indo - Gangetic plains are scarce except in the deltas. The interior of the basin in its middle reaches is a plateau, the greater part of which is at an elevation of 300 to 600 m. -
Geographical Description of the East Flowing Rivers Basin
EAST FLOWING RIVERS BASIN CWC, HO Stations & IMD Raingauge Stations Marella ma kam Gundala Tungabhadra N Paleru Kunderu Sagileru Tadapatri Alladupalli Nandipalli ANDHRASingavaram PRADESH Chennur Pennar 2 ChitravathiKamalapuram Cuddapah Nellore 1 Davangere Nagalamedike Naidupet Papagni Pennar Swarnamukhi K Sullurpet a KARNATAKA langi Tumkur Chittoor Chennai B Arcot A Bangalore Palar A 4 Magaral R Avaramkuppam Y A 3 Chengalpattu Gummanur Cheyyar Va ra O B Ponn ha Mysore aiyar na 5 I dhi F Vazhavachanur Pondicherry A Kumarapalayam Villupuram N 7 6 Cuddalore B Vellar 8 E S Cauvery N Kudalaiyathur E G TAMIL NADU A Coimbatore Karaikal A L Trichy KERALA Manimuthar Theni Madurai 9 Vai Ambasamudram gai Suruliyar Paramakudi Vaigai Ramanatha Vaippar puram LEGEND Irrukkankudi Chittar CE OFFICE A.P. Puram IMD RAINGAUGE STATIONS CIRCLE OFFICE 10 Murappanadu 1 Cuddapah DIVISION 2 Nellore Tambraparani SUB DIVISION 3 Tirupattur GDQ 4 Vellore GDSQ 5 Pondicherry GDQ & CWC Raingauge 6 Cuddalore Port GDSQ & CWC Raingauge I N D I A N O C E A N 7 Kallakurichi IMD RAINGAUGE STATIONS 8 Parangipettai STATE BOUNDRY 9 Madurai 10 Palayamkottai RIVER / TRIBUTARY GEOGRAPHICAL DESCRIPTION OF THE EAST FLOWING RIVERS BASIN The basin of East flowing rivers consists of a number of independent river basins of peninsular India lying to the South of Krishna basin, except Cauvery basin. The East flowing rivers are draining into the Bay of Bengal. The basin of the East flowing rivers (excluding Cauvery) covers large areas in the states of Andhra Pradesh, Tamil Nadu, Puducherry and a small area in the state of Karnataka. There are twelve river basins of which the Pennar, Palar and Ponnaiyar are more important.