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Geomorphological Studies of the Sedimentary Cuddapah Basin, Andhra Pradesh, South India
SSRG International Journal of Geoinformatics and Geological Science (SSRG-IJGGS) – Volume 7 Issue 2 – May – Aug 2020 Geomorphological studies of the Sedimentary Cuddapah Basin, Andhra Pradesh, South India Maheswararao. R1, Srinivasa Gowd. S1*, Harish Vijay. G1, Krupavathi. C1, Pradeep Kumar. B1 Dept. of Geology, Yogi Vemana University, Kadapa-516005, Andhra Pradesh, India Abstract: The crescent shaped Cuddapah basin located Annamalai Surface - at an altitude of over 8000’ (2424 mainly in the southern part of Andhra Pradesh and a m), ii. Ootacamund Surface – at 6500’-7500’ (1969- little in the Telangana State is one of the Purana 2272 m) on the west and at 3500’ (1060m) on the east basins. Extensive work was carried out on the as noticed in Tirumala hills, iii. Karnataka Surface - stratigraphy of the basin, but there is very little 2700’-3000’ (Vaidynathan, 1964). 2700-3300 reference (Vaidynathan,1964) on the geomorphology of (Subramanian, 1973) 2400-3000 (Radhakrishna, 1976), the basin. Hence, an attempt is made to present the iv. Hyderabad Surface – at 1600’ – 2000’v. Coastal geomorphology of the unique basin. The Major Surface – well developed east of the basin.vi. Fossil Geomorphic units correspond to geological units. The surface: The unconformity between the sediments of the important Physiographic units of the Cuddapah basin Cuddapah basin and the granitic basement is similar to are Palakonda hill range, Seshachalam hill range, ‘Fossil Surface’. Gandikota hill range, Velikonda hill range, Nagari hills, Pullampet valley and Kundair valley. In the Cuddapah Basin there are two major river systems Key words: Topography, Land forms, Denudational, namely, the Penna river system and the Krishna river Pediment zone, Fluvial. -
Banks Branch Code, IFSC Code, MICR Code Details in Tamil Nadu
All Banks Branch Code, IFSC Code, MICR Code Details in Tamil Nadu NAME OF THE CONTACT IFSC CODE MICR CODE BRANCH NAME ADDRESS CENTRE DISTRICT BANK www.Padasalai.Net DETAILS NO.19, PADMANABHA NAGAR FIRST STREET, ADYAR, ALLAHABAD BANK ALLA0211103 600010007 ADYAR CHENNAI - CHENNAI CHENNAI 044 24917036 600020,[email protected] AMBATTUR VIJAYALAKSHMIPURAM, 4A MURUGAPPA READY ST. BALRAJ, ALLAHABAD BANK ALLA0211909 600010012 VIJAYALAKSHMIPU EXTN., AMBATTUR VENKATAPURAM, TAMILNADU CHENNAI CHENNAI SHANKAR,044- RAM 600053 28546272 SHRI. N.CHANDRAMO ULEESWARAN, ANNANAGAR,CHE E-4, 3RD MAIN ROAD,ANNANAGAR (WEST),PIN - 600 PH NO : ALLAHABAD BANK ALLA0211042 600010004 CHENNAI CHENNAI NNAI 102 26263882, EMAIL ID : CHEANNA@CHE .ALLAHABADBA NK.CO.IN MR.ATHIRAMIL AKU K (CHIEF BANGALORE 1540/22,39 E-CROSS,22 MAIN ROAD,4TH T ALLAHABAD BANK ALLA0211819 560010005 CHENNAI CHENNAI MANAGER), MR. JAYANAGAR BLOCK,JAYANAGAR DIST-BANGLAORE,PIN- 560041 SWAINE(SENIOR MANAGER) C N RAVI, CHENNAI 144 GA ROAD,TONDIARPET CHENNAI - 600 081 MURTHY,044- ALLAHABAD BANK ALLA0211881 600010011 CHENNAI CHENNAI TONDIARPET TONDIARPET TAMILNADU 28522093 /28513081 / 28411083 S. SWAMINATHAN CHENNAI V P ,DR. K. ALLAHABAD BANK ALLA0211291 600010008 40/41,MOUNT ROAD,CHENNAI-600002 CHENNAI CHENNAI COLONY TAMINARASAN, 044- 28585641,2854 9262 98, MECRICAR ROAD, R.S.PURAM, COIMBATORE - ALLAHABAD BANK ALLA0210384 641010002 COIIMBATORE COIMBATORE COIMBOTORE 0422 2472333 641002 H1/H2 57 MAIN ROAD, RM COLONY , DINDIGUL- ALLAHABAD BANK ALLA0212319 NON MICR DINDIGUL DINDIGUL DINDIGUL -
1 Issues Pertaining to Peninsular Rivers Wing Interstate Matters: (A) Mullaperiyar Dam Issue 1. on 29-10-1886, a Lease In
Issues pertaining to Peninsular Rivers wing i. Interstate matters: (a) Mullaperiyar Dam Issue 1. On 29‐10‐1886, a lease indenture for 999 years was made between Maharaja of Travancore and Secretary of State for India for Periyar irrigation works. By another agreement in 1970, Tamil Nadu was permitted to generate power also. The Mullaperiyar Dam was constructed during 1887‐1895. Its full reservoir level is 152 ft and it provides water through a tunnel to Vaigai basin in Tamil Nadu for irrigation benefits in 68558 ha area. 2. In 1979, reports appeared in Kerala Press about damage to Periyar Dam. On 25th November, 1979 Chairman, CWC held meeting with the officers of Irrigation and Electricity, Deptt. of Kerala and PWD of Tamil Nadu and some emergency medium term measures and long‐term measures for strengthening of Periyar Dam were decided. A second meeting under the Chairmanship of Chairman, CWC was held on 29th April 1980 and it was opined that after the completion of emergency and medium term measures, the water level in the reservoir can be raised up to 145 ft. 3. The matter became sub‐judice with several petitions. On the directions of the Supreme Court in its order dated 28.4.2000, Minister (WR) convened the Inter‐State meeting on 19.5.2000 and as decided in the meeting, an Expert Committee under Member (D&R), CWC with representatives from both States was constituted in June 2000 to study the safety of the dam. The Committee in its report of March, 2001 opined that with the strengthening measures implemented, the water level can be raised from 136 ft. -
Mandatory Disclosure
Anna University, Chennai CSI College of Engineering - 7106 1.College Name Of the College CSI COLLEGE OF ENGINEERING Address KETTI POST,THE NILGIRIS Pincode 643215 Year of establishment of the 1998 college Type of the Institution SELF FINANCING Category Of the College CHRISTIAN MINORITY Type of college ENGINEERING Is the College Autonomous NO Is the college Functioning at the YES above said-approved site? Mobile Numbers 9487791110 Telephone Numbers 0423 - 2517581 Other Telephone Numbers 0423 - 2517584,25177474,25178099 Fax Numbers 0423 - 2571699 E mail ID [email protected] Website Address www.csice.edu.in Inclusion under Sections 2(f) and 12(B) of the UGC Act, 1956 Section 2(f) Included Letter No. and date, if included F.No.8-40/2016 & 27-07-2017 Section 12(B) Included Letter No. and date, if included F.NO.8-40/2016 & 27-07-2017 Any other Accreditation / Recognition Date Of Generation 02-01-2020 07:21:48 Page 1 / 1 Anna University, Chennai CSI College of Engineering - 7106 2. Trust and Society Details The Head of the Trust Chairman CHURCH OF SOUTH INDIA TRUST Name Of the Trust/Society ASSOCIATION COIMBATORE DIOCESAN COUNCIL Address of the Registered Office 256 RACE COURSE ROAD COIMBATORE 641018 District Coimbatore Name of the Chairman Mr. TIMOTHY RAVINDER Rt.Rev. Father Name Mr. TIMOTHY Mr. E-mail [email protected] Mobile Number of the Chairman 9487791110 Telephone number 0422 - 2223605 Telephone number - Office 0422 - 2223605 Telephone number - Residence 0423 - 2571699 Registration Number Date Registration Number & Date 112 of 1947-48 31-08-1948 Date Of Generation 02-01-2020 07:22:29 Page 1 / 1 Anna University, Chennai CSI College of Engineering - 7106 5.Planning and Monitoring Board Member Details Present Telephone Mobile Name Position Category Qualification Designation / E-mail ID Address Numbers Numbers Occupation Dr. -
Geoenvironmental Evaluation of Amaravathi, New Capital
International Journal of Geology, Earth & Environmental Sciences ISSN: 2277-2081 (Online) An Open Access, Online International Journal Available at http://www.cibtech.org/jgee.htm 2015 Vol. 5 (3) September-December, pp. 11-18/Rambabu et al. Research Article GEOENVIRONMENTAL EVALUATION OF AMARAVATHI, NEW CAPITAL CITY OF ANDHRA PRADESH, INDIA *Rambabu T.1, Raghuram P.1, Sankara Pitchaiah P.2 and Raju P.A.R.K.1 1Department of Civil Engineering, Geospatial Information Centre, S.R.K.R. Engineering College, China Amiram, Bhimavaram, West Godavari District, Andhra Pradesh – 534204 2Department of Geology, Acharya Nagarjuna University, Nagarjuna Nagar, Guntur, Andhra Pradesh-522510 *Author for Correspondence ABSTRACT Newly born Andhra Pradesh state aspiration are completely / wholly reached on the establishment of capital region – Amaravathi which plays a key role in the entire state’s development. As a known fact, state is endowed with all resources both surface and ground water resources. The proposed capital region is locating almost midst of the state and well opted for the establishment of capital. Amaravathi is climatologically good and geologically strong. All the previous conditions like cyclone frequency, flood occurrence, and seismotectonic activities in the past were taken into considerations. But more conscious is needed while developing Amaravathi as capital. Keywords: Lithology, Lineaments, Geomorphology, Natural Disasters and Social Problems INTRODUCTION Andhra Pradesh is one of the best agrarian states in India. Physiographically it is situated with plateau, hills and plain regions. Plateau region is best for mineral resources, hills are covered with forest resources and sources for streams and small rivulets and plains are rich with agricultural yields. -
District Survey Report - 2018
District Survey Report - 2018 4 DEPARTMENT OF MINES AND GEOLOGY Government of Andhra Pradesh DISTRICT SURVEY REPORT - KRISHNA DISTRICT Prepared by ANDHRA PRADESH SPACE APPLICATIONS CENTRE (APSAC) ITE & C Department, Govt. of Andhra Pradesh 2018 i District Survey Report - 2018 ACKNOWLEDGEMENTS APSAC wishes to place on record its sincere thanks to Sri. B.Sreedhar IAS, Secretary to Government (Mines) and the Director, Department of Mines and Geology, Govt. of Andhra Pradesh for entrusting the work for preparation of District Survey Reports of Andhra Pradesh. The team gratefully acknowledge the help of the Commissioner, Horticulture Department, Govt. of Andhra Pradesh and the Director, Directorate of Economics and Statistics, Planning Department, Govt. of Andhra Pradesh for providing valuable statistical data and literature. The project team is also thankful to all the Joint Directors, Deputy Directors, Assistant Directors and the staff of Mines and Geology Department for their overall support and guidance during the execution of this work. Also sincere thanks are due to the scientific staff of APSAC who has generated all the thematic maps. VICE CHAIRMAN APSAC ii District Survey Report - 2018 Contents Page Acknowledgements List of Figures List of Tables 1 Salient Features of Krishna District 1 1.1 Administrative Setup 1 1.2 Drainage 2 1.2a Kolleru Lake- A eco-sensitive zone 4 1.3 Climate and Rainfall 4 1.4 Transport and Communications 9 1.5 Population and Literacy 10 1.6 Important Places 11 1.6a Places of Tourist Interest 11 1.6b Places of -
WATER RESOURCE MANAGEMENT Evaluating the Benefits and Costs of Developmental Interventions in the Water Sector in Andhra Pradesh
WATER RESOURCE MANAGEMENT Evaluating the Benefits and Costs of Developmental Interventions in the Water Sector in Andhra Pradesh Cost-Benefit Analysis Dr. Dinesh AUTHORS: Kumar Executive Director Institute for Resource Analysis and Policy (IRAP), Hyderabad © 2018 Copenhagen Consensus Center [email protected] www.copenhagenconsensus.com This work has been produced as a part of the Andhra Pradesh Priorities project under the larger, India Consensus project. This project is undertaken in partnership with Tata Trusts. Some rights reserved This work is available under the Creative Commons Attribution 4.0 International license (CC BY 4.0). Under the Creative Commons Attribution license, you are free to copy, distribute, transmit, and adapt this work, including for commercial purposes, under the following conditions: Attribution Please cite the work as follows: #AUTHOR NAME#, #PAPER TITLE#, Andhra Pradesh Priorities, Copenhagen Consensus Center, 2017. License: Creative Commons Attribution CC BY 4.0. Third-party-content Copenhagen Consensus Center does not necessarily own each component of the content contained within the work. If you wish to re-use a component of the work, it is your responsibility to determine whether permission is needed for that re-use and to obtain permission from the copyright owner. Examples of components can include, but are not limited to, tables, figures, or images. Evaluating the Benefits and Costs of Developmental Interventions in the Water Sector Andhra Pradesh Priorities An India Consensus Prioritization -
Need to Ensure Adequate Availability of Water in Palar River in Tamil Nadu and Also Expedite Pennayar - Palar Link Canal Project
an> Title: Need to ensure adequate availability of water in Palar River in Tamil Nadu and also expedite Pennayar - Palar Link Canal Project. SHRI B. SENGUTTUVAN (VELLORE): River Palar, an inter-State river, originating in Karnataka, runs to a distance of 53 kms in Karnataka, 30 kms in Andhra Pradesh and 222 kms in Tamil Nadu. The river is covered under Schedule-A of the Madras-Mysore Agreement. As per Clause II of Agreement upstream State cannot construct any dam or reservoir without consent of the downstream State. During the monsoons, where adequate rainfall is received, the waters of the river replenish more than one thousand tanks, ponds and lakes on either side of its banks, which are the sources of water of drinking and irrigation in Vellore and Kancheepuram Districts. The Palar ayacut supports cultivation of roughly 4.2 lakh acres of lands. However, due to the construction of Check-dams across the river by neighbouring States of Karnataka and Andhra Pradesh, the water flow in the river has completely ceased leaving the land patched, dry and drought-stricken. To compound the problems, the Andhra Pradesh Government is raising the height of check dam in Perumpallam village on the very border of Tamil Nadu State to a height of 12 feet and more with a view to converting it into a reservoir. This would seriously impede water flow in the Palar and deprive Tamil Nadu of the much needed Palar water. In order to protect the ayacutdars, the inter-state Palar River has to be nationalised removing all dams and barriers constructed across it and the 52 km long Pennayar-Palar Link Canal Project has to be implemented expeditiously. -
Water Demand Management in Areas of Groundwater Over-Exploitation
ENGINEERING KNOWLEDGE AND RESEARCH PROGRAMME (KaR 8332) Water demand management in areas of groundwater over-exploitation WATER DEMAND MANAGEMENT STRATEGY FORMULATION FINAL REPORT FEBRUARY 2006 in association with VRV Consultants (P) Ltd, Chennai, India Jouzy & Partners, Amman, Jordan DFID R8332 Water demand management in areas of groundwater over-exploitation WATER DEMAND MANAGEMENT - STRATEGY FORMULATION FINAL REPORT - February 2006 __________________________________________________________________________ Contents MAIN REPORT Page No. PREFACE 1 S. SUMMARY 3 1. INTRODUCTION 7 1.1 Purpose of the Report 7 1.2 International perspective 9 1.3 Water sector strategies 11 2. WATER DEMAND MANAGEMENT 15 2.1 Definition 15 2.2 Potential measures 15 2.2.1 Previous studies 15 2.2.2 Broad categories of water demand management measures 17 2.3 Potential impacts 19 3. THE POOR AND VULNERABLE 21 3.1 Water, poverty and vulnerability 21 3.1.1 The sustainable livelihoods approach 21 3.1.2 Water-Poverty links 23 3.1.3 Vulnerability assessment 24 4. STRATEGY FORMULATION 27 4.1 General 27 4.1.1 Policy review 27 4.1.2 Strategy formulation 28 4.2 Institutional and community aspects 31 4.3 Poor and vulnerable identified 34 4.4 Data requirements 35 4.5 Water demand management options defined 37 4.6 Enabling and supporting measures 40 4.7 Water savings and unit cost of water saved 41 4.7.1 General 41 4.7.2 Financial and economic aspects 42 4.8 Impact of demand management measures 43 01 June 2006 i DFID R8332 Water demand management in areas of groundwater over-exploitation WATER DEMAND MANAGEMENT - STRATEGY FORMULATION FINAL REPORT - February 2006 __________________________________________________________________________ 4.9 Comparison of measures and their likelihood of success 45 4.9.1 Impact of measures 45 4.9.2 Pre-conditions and likelihood of success 46 5. -
Techofworld.In Techofworld.In
Techofworld.In Techofworld.In Indira Sagar Dam of Madhya Pradesh has been constructed on which river? 1.Penna river 2.Krishna river 3.Narmada river 4.Palar river 5.None of these Answer Answer –3.Narmada river Rihand Dam has been constructed on Rihand river in which Indian state? 1.Tamil Nadu 2.Karnataka 3.Andhra Pradesh 4.Uttar Pradesh 5.None of these Answer Answer – 4.Uttar Pradesh In which stated the Sardar Sarovar Dam has been constructed on Narmada river? 1.Tamil Nadu 2.Madhya Pradesh 3.Andhra Pradesh 4.Uttar Pradesh 5.None of these Answer Answer – 5.None of these – Gujarat Ukai Dam located in Gujarat has been constructed on which river? 1.Tapi river 2.Penna river 3.Narmada river 4.Karjan river 5.None of these Answer Answer – 1.Tapi river Techofworld.In Techofworld.In Nagarjuna Sagar Dam in Andhra Pradesh is built on which river? 1.Periyar river 2.Penna river 3.Narmada river 4.Krishna river 5.None of these Answer Answer – 4.Krishna river Pong Dam of Himachal Pradesh has been constructed on which river? 1.Beas river 2.Tapi river 3.Gola river 4.Subansiri river 5.None of these Answer Answer – 1.Beas river Srisailam dam on Krishna river is located in which state? 1.Tamil Nadu 2.Karnataka 3.Madhya Pradesh 4.Gujarat 5.None of these Answer Answer – 5.None of these – Andhra Pradesh Supa Dam on Kali Nadi river is located in_________. 1.Himachal Pradesh 2.Arunachal Pradesh 3.Punjab 4.Karnataka 5.None of these Answer Answer – 4.Karnataka Techofworld.In Techofworld.In Tehri Dam of Uttarakhand is built on which river? 1.Bhagirathi river 2.Tapi -
Are You Suprised ?
Chapter 2 Physical features 2.1 Geographical Disposition The Pennar (Somasila) – Palar - Cauvery (Grand Anicut) link canal off takes from the existing Somasila reservoir located across the Pennar River near Somasila village in Nellore district of Andhra Pradesh state. The link canal is proposed to pass through the Kaluvaya, Rapur, Dakkili, Venkatagiri mandals of Nellore district; Srikalahasti, Thottambedu, Pitchattur and Nagari mandals of Chittoor district of Andhra Pradesh state, Tiruttani taluk of Tiruvallur district; Arakonam taluk of Vellore district; Cheyyar and Vandavasi taluks of Tiruvannamalai district; Kancheepuram, Uthiramerur taluks of Kancheepuram district; Tindivanam, Gingee, Villupuram, Tirukoilur taluks of Villupuram district; Ulundurpettai, Vridhachalam, Tittagudi taluks of Cuddalore district; Udaiyarpalayam, Ariyalur taluk of Perambalur district; and Lalgudi taluk of Tiruchchirappalli district of Tamil Nadu state.The link canal alignment passes through Pennar basin, Streams between Pennar and Palar basins, Palar basin and streams between Palar and Cauvery basins. The link canal takes off from the right flank of Somasila dam with a full supply level of 95.420 m. and runs parallel on right side of the Kandaleru flood flow canal, upto RD 10 km. The canal generally runs in south direction till it out-falls into Grand Anicut across Cauvery River at RD 529.190 km. The major rivers that would be crossed by the canal are Swarnamukhi, Arani Ar, Nagari, Palar, Cheyyar, Ponnaiyar, and Vellar. The districts that would be benefited by the link canal through enroute irrigation are Nellore, Chittoor of Andhra Pradesh state and Tiruvallur, Kancheepuram, Vellore, Tiruvannamalai, Villupuram, Cuddalore districts of Tamil Nadu state and Pondicherry (U.T). -
Assessment of Fluoride Concentration in Palar River in Kanchipuram District, Tamil Nadu, India R
Research Article Assessment of fluoride concentration in Palar River in Kanchipuram district, Tamil Nadu, India R. Pradeep Kumar1*, R. Priya1, Lakshmi Thangavelu2 ABSTRACT Back ground: River Palar is one of the most contaminated rivers of India due to various industries. Aim:To study the fluoride concentration in the Pallar river. Four river water samples were collected during the pre-monsoon season spanning over June 2015. Methodology: Fluoride levels were analyzed by standardized analytical method by the Chief Water Analyst, State Level Water Testing Laboratory, Tamil Nadu Water Supply and Drainage Board, Government of Tamil Nadu, Chennai (ISO 9001–2000 - Certified). Result: In the present study, fluoride contents in all samples ranged between 0.18 and 0.22 mg/l, which are less than the optimum range of 1.5 mg/l, as recommended by the WHO. KEY WORDS: Fluoride, Palar River, Water quality INTRODUCTION of the global tanning factories are located in this state. Out of this, 449 units are located in the Vellore River water resources are highly essential for various district, particularly in the Palar basin (Upper Palar). domestic, agricultural, and industrial purposes. Hence, The impact of tannery wastewater disposal leads to the consumption rate is increasing day by day in the environmental as well as social disharmony of the areas where surface water sources are not enough to society and also acts as a major industrial pollution meet the demands. In recent decades, water pollution source that the country faces today. Even though has been considered as an important agenda for this problem persists for a long time, it has attracted various research activities due to its significant role in serious attention only in recent time.