An Assessment of Drinking Water Quality in Cauvery Delta Region and Palar Region, Tamil Nadu

Total Page:16

File Type:pdf, Size:1020Kb

An Assessment of Drinking Water Quality in Cauvery Delta Region and Palar Region, Tamil Nadu DOI: 10.19085/journal.sijmas031201 An Assessment of Drinking Water Quality in Cauvery Delta Region and Palar Region, Tamil Nadu R. Sophia Porchelvi Associate Professor of Mathematics, A.D.M College for Women (Autonomous), Nagapattinam, India. P.Selvavathi Research Scholar, Department of Mathematics, A.D.M College for Women (Autonomous), Nagapattinam, India. ©Scholedge International Journal of Multidisciplinary & Allied Studies (ISSN 2394-336X), Vol.03, Issue 12 (2016) pg238-254. Published by: Scholedge R&D Center [www.theSCHOLEDGE.org] [Email: [email protected]] Abstract Delta regions of the Cauvery River basin are one of the significant areas of rice production in India. In spite of large-scale utilization of the river basin for irrigation and drinking purposes, the lack of appropriate water management has seemingly deteriorated the water quality due to increasing anthropogenic activities. Vellore is the second most populous district of Tamil Nadu in India where the Palar River flowing towards east for about 295 Km. Vellore is surrounded by many leather tanneries and small scale dying industries and their effluents are discharged into the Palar river causing impact on the quality of the underground water. To assess the extent of deterioration, physicochemical characteristics of surface water were analyzed select regions of Cauvery Delta River basin and Palar region, Tamil Nadu, during March 2016 to May 2016. This study aimed to examine quality of drinking groundwater. The results represented whether the water was suitable or unsuitable for drinking purposes in this area. It was also observed that some areas like Tiruvarur, Needamangalam, Kamalapuram, Arcot, Soraiyur, Ranipet had low quality drinking water. It is suggested to take some necessary measures for supplying desirable water to the people living in these areas. Key words: Cauvery delta region, Palar region, water quality, physicochemical parameters 1.Introduction Water is an essential resource for all life on the planet. Presently there is only 1% water which is drinkable on our planet where as our planet is covered with water by 70%, which is salt water and not usable for human. Very soon we all are going to face complex and urgent water problems and the only way to create a healthier future is for everyone to do their part to save rivers from pollution. Whole Indian population is directly or indirectly depends upon these rives either these are big national level rivers or small rivers like Ganga, Yamuna, Narmada, Cauvery, Palar etc. but sadly these all rivers face pollution from many sources: farming, industry and even tourism. Water pollution is a leading cause of death. It causes many a death every day. Facilities to treat waste water are not adequate in any city in Tamil Nadu. At present, only a very small portion of waste water is treated. The rest is discharged into our water bodies. Owing to this, pollutants enter groundwater, rivers and other water bodies. Such water, which ultimately ends up in our households, is often highly contaminated and carries disease-causing microbes. Agricultural runoff, or the water from the fields that drains into rivers, is another major water pollutant as it contains fertilisers and pesticides. Delta regions of the Cauvery River basin are one of the significant areas of rice production in India. In spite of large-scale utilization of the river basin for irrigation and drinking purposes, the lack of appropriate water management has seemingly deteriorated the water quality due to increasing anthropogenic activities. 238 http://dx.doi.org/10.19085/journal.sijmas031201 In the past 30 years, the ONGC was exploring oil and natural gas in the Cauvery Basin but its activities had spoiled the groundwater and other precious natural resources affecting farmers in a massive manner. Previously to explore crude oil, the ONGC was sinking wells to a depth of 500 to 1,000 feet but the depths of the new wells have sunk to 3.5 km now, speakers alleged adding that the chemical fracturing resorted to by the ONGC was spoiling the ecology of the zone. The Cauvery delta coal-bed methane extraction project is currently undertaken by Great Eastern Energy Corporation Ltd (GEECL), a private company based in Gurgaon, Haryana. The project aims to extract methane gas from coal-bed using hydraulic fracturing method of hydraulic fracturing in the Cauvery river basin. The company received licence to explore and extract CBM from Nagapattinam, Thanjavur and Thiruvarur districts which are the major rice cultivating area of Tamil Nadu. Farmers, environmentalist and experts are opposing the project and hence it is currently suspended by the Government of Tamil Nadu. They demanded that to protect the Cauvery basin in the delta region and to preserve the livelihood of the lakhs of farmers and farmer workers, the ONGC must be forced to leave the region by declaring the Cauvery delta as protected agriculture zone. Vellore is the second most populous district of Tamil Nadu in India where the Palar River flowing towards east for about 295 Km. The river sets as the major water source recharging the ground water nearby areas. Vellore is surrounded by many leather tanneries and small scale dying industries and their effluents are discharged into the Palar river causing impact on the quality of the underground water. Many industries have a need to treat water to obtain very high quality water for demanding purposes such as environmental discharge compliance. Factories are expected to treat its effluent wastes prior to discharge. Toxic material must be treated chemically and converted into harmless materials. If possible, factories should try to recycle the treated water. Now it becomes important to protect the ground water from pollution in order to save the water quality for our ourselves and future generations. Hence, it becomes necessary to study the quality of the groundwater of the Cauvery delta region and Palar region. 2. Experimental 2.1 Study Areas The present investigation was carried out on Tiruvarur, Thanjavur and Nagapattinam town and their adjacent areas in the Cauvery Delta region and Palar region in vellore district in Tamil Nadu. Table 1(a): Sampling Points of Cauvery delta region Sampling places Sampling Point number Nagore S1 Nagapattinam S2 Kizhvelur S3 Adiyakamangalam S4 Tiruvarur S5 Koradacherry S6 239 http://dx.doi.org/10.19085/journal.sijmas031201 Needamangalam S7 Kamalapuram S8 Thirumakottai S9 Thanjavur S10 Table 1(b): Sampling Points of Palar region Sampling places Sampling Point number Arcot S1 Soraiyur S2 Ranipet S3 Figure shows the location of the drinking water samples collected 2.2 Methodology This study was conducted to assess the quality of drinking water in cauvery delta region with Palar region in Tamil Nadu. Ten water samples were collected from cauvery delta region and three samples were collected in Palar region and also analyzed the physicochemical parameters in Tamil Nadu Agricultural University, Coimbatore. The concentrations of the physicochemical parameters are discussed below. 240 http://dx.doi.org/10.19085/journal.sijmas031201 3. Results and Discussions The water samples were collected from various parts of Cauvery delta region and Palar region, and were analyzed for their physicochemical characteristics. The odour and taste of the samples were noted at the collection point immediately. The other physical parameters such as turbidity, electrical conductivity and total dissolved solids were determined by standard procedures. The pH of the water samples was measured using pH meter. The chemical parameters like chloride, calcium hardness, magnesium, iron, nitrate, nitrite, sulphate, manganese, zinc, phosphate, copper and heavy metals like lead were estimated by various method ( table 1). The results were compared with B1Sdrinking water quality guideline. The estimated physicochemical parameters are reported in the Table number 3 and 4. Table 2: Methods used for estimation of various physicochemical parameters Parameters Method Reference pH pH –metric IS : 3025 (Part II) IS : 3025 (Part 8) Taste Taste Rating Odour IS : 3025 (Part 5) Olfactory method Turbidity IS : 3025 (Part 10) Nephelo metric method IS 3025 : 1964 Electrical Conductivity Conduct metric IS : 3025 (Part 16) Total Dissolved Solid Gravimetric method IS : 3025 (Part 32) Chloride Argento metric method IS : 3025 (Part 24) Sulphate Turbidity method 241 http://dx.doi.org/10.19085/journal.sijmas031201 IS : 3025 (Part 40) Calcium EDTA Titrimetric method IS : 3025 (Part 46) Magnesium EDTA Titrimetric method IS 3025 : 1964 Manganese Colour comparison IS : 3025 (Part 34) Nitrate Chromo tropic acid method IS : 3025 (Part 53) Iron 1,10-Phenanthroline method Nitrite IS : 3025 (Part 34) Spectrophotometric method Copper IS : 3025 (Part 42) Neocuprine method IS 3025 : 1964 Phosphate Spectrophotometric method IS 3025 : 1964 Zinc Spectrophotometric method IS 3025 : 1964 Lead Spectrophotometric method 3.1 Discussions of the physicochemical parameters in the study area Taste and odour The primary sources of taste and odour problems in drinking water are algae and bacteria. Man-made chemicals are another source of taste and odour-causing chemicals in drinking water. However, other anthropogenic sources such as wastewater discharges, industrial phenols and chemical spills also act as sources of chemicals that cause off tastes and odours. Such chemicals can affect both groundwater and surface water. However, all the ground water samples having agreeable odour and in Cauvery delta
Recommended publications
  • 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.
    [Show full text]
  • 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
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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
    [Show full text]
  • 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).
    [Show full text]
  • 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.
    [Show full text]
  • Introduction the Chennai Basin Group Rivers Are Situated Between
    CHENNAI BASIN Introduction The Chennai basin group rivers are situated between latitudes 12o 30’ 00’’ to 13 o35’00’’ N and longitudes 79o15’00’’ to 80o22’30’’E and is located into the northern part of Tamil Nadu. The Chennai Basin Group of rivers is Araniar, Korattalaiyar or Kosasthalaiyar, Cooum and Adyar and small minor stream on the southern part of the basin. The Chennai basin comprises of 8 sub basins as shown in Plate:CHE-02. The northern part of Chennai basin is occupied by Andhra Pradesh and Pulicat lake, south and west by the Palar river basin and east by Bay of Bengal. The total geographical area of Chennai basin within Tamil Nadu is 6118.34 sq km totally. It covers in the Survey of India toposheets 57‘O’, 57 ‘P’, 66’C’, and 66 ‘D’ and it also covers in Chennai, Kancheepuram, Thiruvallur and Vellore districts. The administrative setup of the Chennai basin group is given below (Figure 1) Sl DISTRICT TALUK Sl BLOCK BLOCK/ARE No No A FALLING WITHIN THE BASIN AREA IN Sq Km 1. Kancheepura Thirukalunkundram 1 Thirukalukundram 71.60 m Tambaram 2 St. Thomas Mount 217.49 3 Thiruporur 411.82 Chengalpattu 4 Kattankulathur 158.83 5 Kancheepuram 10.14 Kancheepuram 6 Walajabad 73.27 7 Sriperumpudur 248.69 Sriperumpudur 8 Kundrathur 203.70 BLOCK/ARE A FALLING Sl Sl DISTRICT TALUK BLOCK WITHIN THE No No BASIN AREA IN Sq Km Gummidipoond Gummidipoondi 9 420.51 i 10 Minjur 478.69 Ponneri 11 Cholavaram 193.85 12 Puzhal 127.10 Ambattur 13 Villivakkam 210.61 Poonamallee 14 Poonamallee 178.33 2.
    [Show full text]
  • Curtain Raiser on the Events at NHPC's 280 MW Dhauliganga
    Working for water resources development as if democracy, people and environment matter Vol 11 | Issue 7-8 | August-September 2013 Rs. 15/- Index Uttarakhand Floods of June 2013: Curtain Raiser on the events Curtain Raiser on the events at at NHPC’s 280 MW NHPC’s 280 MW Dhauliganga HEP Dhauliganga HEP 1 "This fascinating account of the events at the NHPC’s 280 MW Yettinahole Diversion: Dhauliganga HEP has been taken from a larger account of Uttarakhand An imprudent, Rs. 100 floods of June 2013 by E. Theophilus, titled “River Pulse”. For this de- Billion proposition 5 tailed eye opening piece, see: http://www.himalprakriti.org/ This account of the events at this Dhauliganga HEP during the Public pressure leads to Uttarakhand floods of June 2013 raises many questions. One of the changes in dam operation 13 biggest is, should this ill designed and wrongly operated power project be allowed to continue to operate or should it be asked to be decommis- CAG blows the lid off sioned? Would the people who cleared this ill designed project and people Massive irrigation scam who wrongly operated it be held accountable for their actions? These in Andhra Pradesh 18 are difficult questions, but not finding convincing answers to these will not be a prudent way forward. Unjustified Dam plagued by manipulated clearances 21 Days after walking down the Gori, Mahakali main-stem was already we go to the Sub-Divisional Magis- flowing at danger-mark. NHPC went Supreme Court’s directions trate of Dharchula sub-division, right ahead and opened their gates th on Uttarakhand Pramod Kumar, who is busy coordi- at full on the night of 16 June, with- Hydropower Projects 25 nating rescue and relief on a war- out authorization or any prior warn- footing, but still has the courtesy to ing to anybody1 but their own office- meet.
    [Show full text]
  • District Survey Report Sand Vellore District Tamilnadu
    VELLORE DISTRICT TAMILNADU DISTRICT SURVEY REPORT SAND As per notification No. S.O. 3611 (E) New Delhi, The 25th July 2018 of Ministry of Environment, Forest and Climate Change, Govt. of India INDEX DISTRICT SURVEY REPORT-VELLORE S.No. Particulars Page no 1. Preface 3 2. Introduction 4 3. Overview of mining activities in the district 4 4. List of mining leases in the district 5 5. Details of royalty or revenue received in vellore district 11-12 Quarry wise sand revenue details of Vellore district for the year 2015- 2016 Quarry wise sand revenue details of Vellore district for the year 2016- 13-16 2017 Quarry wise sand revenue details of Vellore district for the year 2017- 16-17 2018 Quarry wise sand revenue details of Vellore district for the year 2018- 17-19 2019 Quarry wise sand sale details of Vellore district for the year 2015-2016 19-22 Quarry wise sand sale details of Vellore district for the year 2016-2017 22-25 Quarry wise sand sale details of Vellore district for the year 2017-2018 25-26 Quarry wise sand sale details of Vellore district for the year 2018-2019 27-28 6. Process of deposition of sediments in the rivers of the district 28 6.a. Location Map of Irrigation structures 29 6.b. Palar in Tamilnadu 30 6.c. Palar River Line diagram 31 6.d. Palar river basin 32 6.e. Reservoirs along palar river basin 36 Page | 1 6.f .Shoaling in River bed 38 6.g. Reduction of River carrying capacity by shoal formation 38 6.h.
    [Show full text]
  • Geotechnical Investigations for the Ponnaiyar- Palar Intra State Link Canal Project (Borrow Area and Along the Canal Alignment)
    International Journal of Innovations in Engineering and Technology (IJIET) http://dx.doi.org/10.21172/ijiet.81.052 Geotechnical Investigations for the Ponnaiyar- Palar Intra State Link Canal Project (Borrow Area and along the Canal Alignment) Shahid Noor Corresponding Author and Scientist ‘C’, Central Soil and Materials Research Station, Ministry of Water Resources, RD & GR, Government of India, Olof Palme Marg, Hauz Khas, New Delhi-110016. Dr. R. Chitra Scientist ‘E’, Central Soil and Materials Research Station, Ministry of Water Resources, RD & GR, Government of India, Olof Palme Marg, Hauz Khas, New Delhi-110016 Dr. Manish Gupta Scientist ‘D’, Central Soil and Materials Research Station, Ministry of Water Resources, RD & GR, Government of India, Olof Palme Marg, Hauz Khas, New Delhi-110016 Dr. Amardeep Singh Scientist ‘C’, Central Soil and Materials Research Station, Ministry of Water Resources, RD & GR, Government of India, Olof Palme Marg, Hauz Khas, New Delhi-110016 Abstract - Rainfall is the important element of Indian economy. Although the monsoons effect most part of India, the amount of rainfall varies from heavy to scanty on different parts. There is great regional and temporal variation in the distribution of rainfall. Over 80% of the annual rainfall is received in the four rainy months of June to September. The average annual rainfall is about 125 cm, but it has great spatial variations. This lead to excess rainfall in one region which results the flood and water shortage in other region which leads to the drought in other region. The interlinking project are envisaged with aim to transfer the water from the water surplus region the water deficit region.
    [Show full text]
  • Dying Rivers of Tamil Nadu
    Special Issue - 2018 International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 PECTEAM - 2K18 Conference Proceedings Dying Rivers of Tamil Nadu 1 R Sujithkumar,2 G Sivakumar 1 UG student,2 Professor Department of Mechanical Engineering Panimalr Engineering College , Chennai – 600123 Abstract - Water is the prime resource responsible for which the speaker discussed the dying or dead rivers of sustaining life in the earth. Water within a river basin has to be Tamil Nadu: properly allocated for various uses like generation of electricity, domestic supply, for irrigation, for industrial use, 1.1 Water pollution and in some cases for recreation as well. On par with this is the The problem of water pollution poses a great threat to basic disposal of domestic waste, effluents and other pollutants human living. The ramification of pollution is indeed more forming the other side of the water distribution. To add to severe in the less developed countries that are afflicted with these are the vagaries of monsoon affecting the basin by chronic problems of political instability, lack of political extreme drought or flood. Rivers of Tamil Nadu can be will, high level of illiteracy, unceasing poverty, increasing grouped into 17 river basins (127 sub-basins) a majority of urbanization, rapid industrialization, high illiteracy and low which are water-stressed. The average annual rainfall is 950 mm with bimodal distribution. Water Balance equation is the level of awareness, women subordination, corruption, poor general term used to describe the flow of water in and out of a health care and poor social security system, high population river system.
    [Show full text]