DOCSLIB.ORG

Malankara Dam

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Malankara Dam Operation and Maintenance Manual for Malankara Dam (KL07HH0049) Water Resources Department Government of Kerala O&M Manual of Malankara Dam August 2020 Operation and Maintenance Manual for Malankara Dam (Prepared By) KERALA WATER RESOURCES DEPARTMENT STATE OF KERALA August 2020 i O&M Manual of Malankara Dam August 2020 Government of Kerala Operation and Maintenance Manual Malankara Dam ii O&M Manual of Malankara Dam August 2020 KERALA WATER RESOURCES DEPARTMENT Disclaimer This Operation and Maintenance Manual for Malankara Dam in no way restricts the dam operators in digressing from her/his responsibilities. The Dam Operators must exercise appropriate discretion and good judgment based on actual site condition when implementing and using the operation and maintenance manual for managing the workings of the dams and appurtenant structures. The manual was developed for the purpose of organising and managing the operation, inspection and maintenance of the dams for reducing risk and optimizing performance of the dams as a general guide. For any information, please contact: THE CHIEF ENGINEER PROJECT II KERALA STATE WATER RESOURCE DEPARTMENT THIRUVANANTHAPURAM, KERALA Email: [email protected] iii O&M Manual of Malankara Dam August 2020 FOREWARD Globally, the Operation and Maintenance (O&M) Manual of a dam/barrage is one of the most important documents which is supposed to be put in practice right from the initial filling of reservoirs. In order to address the operation and maintenance aspects, ongoing Dam Rehabilitation and Improvement Project (DRIP) has requisite scope to prepare new or update existing O&M manuals for all DRIP dams, which will become very helpful to Dam/Barrage Owners in addressing the dam specific issues comprehensively in future. This Operation and Maintenance (O & M) Manual developed is a detailed set of written descriptions with step-by-step procedures for ensuring that the dam is safely operated, frequently inspected and properly maintained. Timely inspection and preventative maintenance is necessary for the safe functioning of the dam and continued productive use of the dam and reservoir. The format of this manual is prepared following the principles published in 2018 CWC Guidelines for Operation and Maintenance of dams for the use by all Dam/Barrage Owners in developing their own site-specific manuals. Each section of the document provides the necessary instructions to operate inspect and maintain their dams. It is recommended that all dam officials in charge to use this manual for ensuring that the dam is operated and maintained in a sustainable manner and will continue to derive benefits. Chief Engineer Projects – II Thiruvananthapuram iv O&M Manual of Malankara Dam August 2020 PREFACE Malankara Dam and Reservoir are owned and operated by Irrigation Department, Kerala. The Malankara dam is an earth cum masonry dam across Thodupuzha river, a tributary of Muvattupuzha river. It is located at Muttom in Idukki district near Thodupuzha- Moolamattom road and was constructed for the Muvattupuzha Valley Irrigation Project (MVIP). The dam site is about 27 Km from Muvattupuzha town and 8 Km from Thodupuzha town. There is a network of canal system consisting of two main canals on either banks, its branches and distributaries. It utilizes the tailrace discharge of Idukki Hydroelectric project by inter basin transfer and the runoff from the catchment area of Thodupuzha river up to Malankara. The Project was started in 1974 and completed in 1994 and the project envisages an ayacut of 18173 Ha of land in Kottayam, Ernakulam & Idukki Districts. The project also caters to the water needs of the Hindustan News Print factory at Velloor, near Piravom and providing drinking water facility to KWA Schemes and production of 10.5 MW of electricity at mini Hydro Electric station at Malankara. Malankara Dam acts as a diversion structure and fully opened in rainy season and inflow into dam is not predictable as it mainly depends on KSEB power generation at Moolamattom. The out flowing water from KSEB Power house at Moolamattom after power generation is stored in this dam for irrigation and small scale power generation purposes at Malankara. However in rainy seasons 2 rivers namely Nachar and Vadakkanar in the catchment area also contributes to the inflowing water to this dam. Since the storage capacity of dam is low, dam shutters are opened in a controlled manner in order to control the inflowing huge amount of water from above mentioned 3 areas. Also if the power generation at KSEB Moolamattom is at its maximum its tail discharge is enough to take the dam to its full storage level. The O&M Manual is prepared based on the available data from existing DPR and from mechanical department as per the framework of CWC on ‘Guidelines for preparing Operation and Maintenance Manual for Dams dated Jan 2018. v O&M Manual of Malankara Dam August 2020 CONTENTS Sl.no Details Page 1 General Information 1 1.1 Purpose, Location, Description of dam 1 1.2 Assignment of responsibility 11 1.3 Collection & Reporting of Dam and Reservoir Data 16 1.4 Public Utilities and Safety 17 1.5 Restricted Areas 17 1.6 Staff position, Communication & Warning System 18 1.7 Distribution of Operation & Maintenance Manuals 18 1.8 Supporting Documents & Reference Material 20 1.9 Typical Schedule of Duties 20 1.10 Hydro mechanical Inspections/ checks 24 2 Project Operation 25 2.1 Operation Plan 25 2.2 Normal Operation 25 2.2.1 Instructions for Operating Control Mechanisms 25 2.2.2 Operation of the Reservoir 29 2.2.3 Safety Aspects 30 2.2.4 Flood Release Procedure 31 2.2.5 Reservoir Capacities 31 2.2.6 Inflow forecasting 33 2.3 Emergency Operation 35 2.3.1 Flood communication system 35 2.4 Drawdown Facility 36 2.5 Record Keeping 36 3 Project Inspection 38 3.1 Types of Inspections 38 3.2 Informal Inspections 38 3.3 Scheduled Inspections 39 3.4 Special (Unscheduled) Inspections 40 3.5 Comprehensive Evaluation Inspections 41 3.5.1 General. 41 3.5.2 Details to be provided to DSRP before inspection 42 3.5.3 Field Inspection – Observations & Recommendations 43 regarding Remedial Measures 3.5.4 Components involved 45 4 Project Maintenance 47 4.1 Maintenance Plan 47 4.2 Maintenance Priorities 47 4.2.1 Immediate Maintenance 48 4.2.2 Preventive Maintenance 48 4.3 Maintenance Items 50 4.3.1 Earthwork 50 vi O&M Manual of Malankara Dam August 2020 4.3.2 Upstream Riprap 52 4.3.3 Controlling Vegetation 53 4.3.4 Controlling Animal Damage 54 4.3.5 Controlling Ants and Termites (White Ants) 54 4.3.6 Controlling Damage from Vehicular Traffic 55 4.3.7 Masonry/Concrete dams & Spillways 55 4.3.8 Outlet Works 56 4.3.9 Trash Racks 57 4.3.10 Gates & Hoisting Equipment 57 4.3.11 Electrical System 74 4.3.12 Metal Component Maintenance 75 4.3.13 Access Roads 75 4.3.14 General Cleaning 75 4.4 Materials requirements for maintenance during monsoon period 76 4.5 Establishment Requirements 76 4.6 Preparation of O&M budget 77 4.7 Maintenance Records 80 5 Instrumentation and Monitoring 82 5.1 General Instrument Type 83 5.2 Instrumentation at Malankara Dam 83 5.3 Frequency of Monitoring 83 5.4 Data Processing and Evaluation 83 5.4.1 Data Collection 83 5.4.2 Data Presentation 83 5.4.3 Data Interpretation 83 5.4.4 Dam Performance Evaluation 84 5.4.5 Methods of Behavior Prediction 85 5.5 Visual Observations 85 6 Previous Rehabilitation reports 86 7 Updating the Manual 93 Annexure A-Basic Drawing 94 Annexure B-Hydrologic Review Report 96 Annexure C- Gate Manufacturer’s Manual 110 Annexure D- Check list for Inspection 110 Annexure E- DSRP Inspection Report 147 Annexure F- Pre monsoon Inspection Report 240 Annexure G-notification for strengthening of alarm and warning system 276 for safety of people from sudden release of water from dams issued by National Disaster Management Authority (October 2015) Annexure H-Glossary 280 vii O&M Manual of Malankara Dam August 2020 LIST OF FIGURES Figure 1. 1. Location Map of Malnakara Dam ....................................................................................... 3 Figure 1. 2. Vicinity Map ....................................................................................................................... 4 Figure 1. 3. Catchment area of Malankara dam ................................................................................... 5 Figure 1. 4. Google Map ........................................................................................................................ 6 Figure 1. 5. View from river side with all shutters open ....................................................................... 7 Figure 1. 6. Platform for shutter operations ......................................................................................... 8 Figure 1. 7. Spillway gate ...................................................................................................................... 8 Figure 1. 8. Stilling basin ( View from dam top ) ................................................................................... 9 Figure 1. 9. Toe Drain ............................................................................................................................ 9 Figure 1. 10. View inside Gallery ( V notch and drain ) ....................................................................... 10 Figure 6. 1. OFFICE BUILDING ............................................................................................................. 87 Figure 6. 2.FENCING ...........................................................................................................................
Load more

Recommended publications
  • A Case Study on Periyar Valley Irrigation Project
    8 IV April 2020 International Journal for Research in Applied Science & Engineering Technology (IJRASET) ISSN: 2321-9653; IC Value: 45.98; SJ Impact Factor: 7.429 Volume 8 Issue IV Apr 2020- Available at www.ijraset.com A Case Study on Periyar Valley Irrigation Project Bijimol Joseph1, Adharsh Unnikrishnan2, Alan Mathew3, Anandhu Soman4, Anoop K V5 1Asst Proff. Civil Engineering Department, Viswajyothi college of Engineering and Technology, Vazhakulam 2, 3, 4, 5Final year student, Viswajyothi college of Engineering and Technology, Vazhakulam Abstract: Periyar is the longest river in the state. It begins from the Sivagiri peaks of Sundaramala in Tamilnadu. The overall length of the river is about 300km. The catchment area of periyar is around 5396 sqkm and the total annual flow is founded to be 11607 cubic meters. The Land lying on the left bank of Periyar River through a network of canal systems and controlling devices is called Periyar valley irrigation project. The project was polish offed during the year 1992. It is spreaded over Kothamangalam, Muvattupuzha, Kunnathunadu, Aluva, Kanayannur and Paravur Taluk in Ernakulam district. It is delibrated for irrigating an area of 32800 Ha. Few problems were identified in the project during our case study. And we have to suggest some possible remedial measures to rectify the problems Keywords: Periyar river, periyar irrigation project, irrigation I. INTRODUCTION The Periyar valley Irrigation Project gives the canvas of utilization of the tail race discharging from the Muthirapuzha tributary of river Periyar together with the controlled release from Ennackal dam constructed by Kerala State Electricity Board across the Idamalayar tributary and the dependable run off from the uncontrolled catchment of Periyar River.
    [Show full text]
  • Accused Persons Arrested in Idukki District from 18.12.2016 to 24.12.2016
    Accused Persons arrested in Idukki district from 18.12.2016 to 24.12.2016 Name of the Name of Name of the Place at Date & Court at Sl. Name of the Age & Cr. No & Sec Police Arresting father of Address of Accused which Time of which No. Accused Sex of Law Station Officer, Rank Accused Arrested Arrest accused & Designation produced 1 2 3 4 5 6 7 8 9 10 11 KUZHIKKATTU HOUSE 587/16 U/S CHEENKALLU 18/12/216 KARIMANNO Bailed by 1 BIJU MATHEW 43/16,MALE PANNOOR 279 IPC 185 N.P BABY BHAGAM 11.05 OR Police OF MV ACT NEYYASSERY PO NEYYASSERY Ullattu(h), Cr. 477/16. V.D. Joseph. Age Vathikudy Bhagam, Moonnambloc 18.12.2016 U/s 279 IPC, SI of Police 2 Joby John 33/16. Murickassery JFMC Idukki Padamugham Kara, k . 11.20 Hrs 3(1) R/w 181 Murickassery Male Vathikudy Village of MV Act PS Cr. 639/16, Puthenveettil, Baby Male, 18-12-16 ; U/s 279 IPC, 3 Aminesh Joy Heaven Valley, Upputhara Upputhara Ulahannan. Bailed age 33 10.30 3 (1) r/w 181 Anavilasam Village SI of Police MV Act Rajeshbhavan, Baby Male, Kavukkulam, Fair 18-12-16 ; 640/16 U/s 4 Rajesh Varghese Mecherikkada Upputhara Ulahannan. Bailed age 36 field, Elapapra 11.10 15 (c ) of SI of Police Village Kavakkulam Estate Baby Male, lanes Kavukkulam, 18-12-16 ; 640/16 U/s 5 Kanakaraj Rajamani Mecherikkada Upputhara Ulahannan. Bailed age 36 Fair field, Elapapra 11.10 15 (c ) of SI of Police Village Kavakkulam Estate Baby Male, lanes Kavukkulam, 18-12-16 ; 640/16 U/s 6 Rajendran Sivan Njanam Mecherikkada Upputhara Ulahannan.
    [Show full text]
  • Dam Break Analysis of Idukki Dam Using HEC RAS
    International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 07 | July-2017 www.irjet.net p-ISSN: 2395-0072 Dam Break Analysis of Idukki Dam using HEC RAS Abhijith R1, Amrutha G2, Gopika Vijayaraj3, Rijisha T V4 1 Asst. Professor, Department of Civil Engineering, Viswajyothi College of Engineering and Technology, Vazhakulam, Kerala, India 2,3,4 UG Scholar, Department of Civil Engineering, Viswajyothi College of Engineering and Technology, Vazhakulam, Kerala, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Idukki reservoir, with an active capacity of developments, contingency evacuation planning and real 1459000000 m3 is a part of the Idukki Hydroelectric Project time flood forecasting. For assessing the flood damage due and comprises of Idukki Arch Dam, Kulamavu Dam and to dam breach it is necessary to predict not only the Cheruthoni dam. During the monsoon period when the dams possibility and mode of a dam failure, but also the flood hydrograph of discharge from the dam breach and the are full at its Maximum Reservoir Level (MRL) or in an propagation of the flood waves. The studies are to map or adverse event of dam break, the maximum discharge gets delineate areas of potential flood inundation resulting from released from these dams. This results into floods on a dam breach, flood depth, flow velocity and travel time of downstream and may cause disaster in cities or towns the flood waves etc. Knowledge of the flood wave and settled on the banks of the reservoir. This paper presents a flood-inundation area caused by a dam breach can case study of dam break analysis of Idukki Arch Dam using potentially mitigate loss of life and property damage.
    [Show full text]
  • KERALA SOLID WASTE MANAGEMENT PROJECT (KSWMP) with Financial Assistance from the World Bank
    KERALA SOLID WASTE MANAGEMENT Public Disclosure Authorized PROJECT (KSWMP) INTRODUCTION AND STRATEGIC ENVIROMENTAL ASSESSMENT OF WASTE Public Disclosure Authorized MANAGEMENT SECTOR IN KERALA VOLUME I JUNE 2020 Public Disclosure Authorized Prepared by SUCHITWA MISSION Public Disclosure Authorized GOVERNMENT OF KERALA Contents 1 This is the STRATEGIC ENVIRONMENTAL ASSESSMENT OF WASTE MANAGEMENT SECTOR IN KERALA AND ENVIRONMENTAL AND SOCIAL MANAGEMENT FRAMEWORK for the KERALA SOLID WASTE MANAGEMENT PROJECT (KSWMP) with financial assistance from the World Bank. This is hereby disclosed for comments/suggestions of the public/stakeholders. Send your comments/suggestions to SUCHITWA MISSION, Swaraj Bhavan, Base Floor (-1), Nanthancodu, Kowdiar, Thiruvananthapuram-695003, Kerala, India or email: [email protected] Contents 2 Table of Contents CHAPTER 1. INTRODUCTION TO THE PROJECT .................................................. 1 1.1 Program Description ................................................................................. 1 1.1.1 Proposed Project Components ..................................................................... 1 1.1.2 Environmental Characteristics of the Project Location............................... 2 1.2 Need for an Environmental Management Framework ........................... 3 1.3 Overview of the Environmental Assessment and Framework ............. 3 1.3.1 Purpose of the SEA and ESMF ...................................................................... 3 1.3.2 The ESMF process ........................................................................................
    [Show full text]
  • Idukki Travel Guide - Page 1
    Idukki Travel Guide - http://www.ixigo.com/travel-guide/idukki page 1 Famous For : City Jul Pleasant weather. Carry Light woollen, When To umbrella. Idukki Thodupuzha, the entry point, is 65 km east Max: Min: Rain: of Kochi. District capital Painavu, 40 km Visit the 40-km stretch of Idukki, 29.29999923 23.70000076 516.099975585937 away, is the access point for the dams on 7060547°C 2939453°C 5mm watered by the Periyar River, which VISIT the Periyar River that are the highlights of Aug offers many sights in central Idukki this region. The Malankara Reservoir, spread http://www.ixigo.com/weather-in-idukki-lp-1185719 Pleasant weather. Carry Light woollen, District. You’ll find gentle green hills over 11 km, is a popular picnic spot. A steep umbrella. Max: 29.5°C Min: Rain: 330.5mm and no organised tourism. climb up the 2,685-foot-high Kurusha Para Jan 24.10000038 hill offers a breathtaking view of the 1469727°C Pleasant weather. Carry Light woollen. reservoir and the plantations around. Max: 31.5°C Min: Rain: Sep Thomankuttu is a series of cascading 23.10000038 32.2999992370605 Pleasant weather. Carry Light woollen, 1469727°C 5mm waterfalls. Rainbow Waterfalls, surrounded umbrella. Feb Max: 30.0°C Min: Rain: by lush forests, gush down from 4,921 ft, 25 24.20000076 283.799987792968 km from Thodupuzha. Said to be among the Pleasant weather. Carry Light woollen. 2939453°C 75mm Max: Min: Rain: highest peaks in Kerala, the Kudayathoor 31.79999923 24.10000038 24.2999992370605 Oct Mala rises 3,680 ft.
    [Show full text]
  • Hill Station
    MOUNTAINS & HILLSTATIONS HILL STATION • A hill station is a town located at a higher elevation than the nearby plain which was used by foreign rulers as an escape from the summer heat as temperatures are cooler in high altitudes. MUNNAR ➢ Munnar the famed hill station is located in the Idukki district of the southwestern Indian state of Kerala. ➢ Munnar is situated in the Western Ghats range of mountains. ➢ The name Munnar is believed to mean "three rivers", referring to its location at the confluence of the Mudhirapuzha, Nallathanni and Kundaly rivers. ➢ The hill station had been the summer resort of the British Government during the colonial era. ➢ Munnar also has the highest peak in South India – Anamudi, which towers over 2695 meters ➢ Munnar is also known for Neelakurinji, a rare plant which flowers only once in twelve years. ➢ The Eravikulam National Park, Salim Ali Bird Sanctuary and tea plantations are its major attractions. DEVIKULAM HILL STATION • Devikulam is located in the Idukki district in Kerala. Situated at an altitude of 1800 meters above sea level, this hill station will give you peace, serenity and breathtaking natural beauty. • The Devi Lake, which is said to have mineral water, is a gift from the nature. • It is said that Goddess Sita (Wife of Lord Rama) bathed in the lake after which it is named since then, skin-ailments treating water of the lake OOTY • Ooty is one of the best hill stations in India and also known as Udhagamandalam, Ooty is often referred to as ‘Queen of hill stations’. • It is the capital of Nilgiris district in the state of Tamilnadu.
    [Show full text]
  • University College of Engineering, Muttom, Thodupuzha
    Centre for Professional and Advanced Studies (Established by Govt. of Kerala) Prospectus 2020-21 University College of Engineering, Muttom, Thodupuzha Idukki- 685587 Website: www.ucet.ac.in Email: [email protected] Phone Office: 04862 256222 Principal: 04862 256534 University College of Engineering (UCE), located near Thodupuzha, is a premier institute of Engineering and Technology which is being run and managed by the Centre for Professional and Advanced Studies (CPAS) Kottayam, Kerala. This institute started functioning in 1996 at Thodupuzha and was later moved to its own campus at Muttom in May 2002. Courses conducted by the college have been approved by the All India Council for Technical Education (AICTE), New Delhi. The courses are affiliated to APJ Abdul Kalam Technological University from 2018-19 admission. All the previous batches were affiliated to Mahatma Gandhi University. UCE Campus Location The college campus is located at a picturesque place spread over 25 acres of land at Muttom, 7 km from Thodupuzha, by the side of State Highway No 33. The nearest attraction is the Malankara Dam which is constructed across the waters from the tail-gate of the Moolamattom Power House. Objectives To be a centre of excellence in engineering education. Promote learning and creative community that strives to continuously advance the frontiers of knowledge. Foster effective capabilities for the development of high quality technical and scientific manpower. Instill communicative and character skills to excel in leadership roles. Prop up the students in their career placements by giving them appropriate training. COURSES CONDUCTED BY UNIVERSITY COLLEGE OF ENGINEERING, THODUPUZHA The college conducts B.Tech.
    [Show full text]
  • Mineralogy and Geochemistry of the Sediments of Muvattupuzha River
    MINERALOGY AND GEOCHEMISTRY OF THE SED~NTS OF MUVATTUPUZHA RIVER AND CENTRAL VEMBANAD ESTUARY, KERALA, INDIA THESIS SUBMITTED TO THE COCHIN UNIVERSITY OF SCIENCE AND TECHNOLOGY IN PARTIAL FULFILMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY IN MARINE GEOLOGY UNDER THE FACULTY OF MARINE SCIENCES BY D. PADMALAL MARINE GEOLOGY DIVISION SCHOOL OF MARINE SCIENCE$ COCHIN UNIVERSITY OF SCIENCE AND TECHNOLOGY KOCH 1-682 016 JUNE 1992 CERTIFICATE This is to certify that the thesis bound herewith is an authentic record of the research carried out by Sri. D.Padmalal, under my supervision and guidance in the Marine Geology Di v ision, School of Marine Sciences, Cochin University of Science and Technology, in partial fuJfilment of the requirements for the Ph.D. Degree of Cochin University of Science and Technology and no part thereof has been presented before for any other degree in any University. Kochi, Dr. P. SERALATHAN June, 1992 (Supervising Teacher) Reader, Marine Geology Division School of Marine Sciences Cochin University of Science and Technology . Kochi - 16 Preface WThe Story of Ganga from her source to the sea, from old times to new, is the story of India's civilization and culture- Jawaharlal Nehru Ri vers and estuaries have been the foci of civilization from the dawn of recorded history or long before. Much of the materials released during natural crustal weathering have been carried to the ocean by various geological agents such as rivers, wind, glaciers etc., of which rivers alone transport about 90% of the total sediment flux annually. However, all the sediments borne off by rivers seldom reach the sea as considerable quantity is detained in the estuarine and the other near shore environments.
    [Show full text]
  • Ac Name Ac Addr1 Ac Addr2 Ac Addr3 Sobha S Pai Sports Land, Old Thirumala, Alleppey Pin; 688 011 Beena Jose W/O Jose C P Chutti
    AC_NAME AC_ADDR1 AC_ADDR2 AC_ADDR3 SOBHA S PAI SPORTS LAND, OLD THIRUMALA, ALLEPPEY PIN; 688 011 BEENA JOSE W/O JOSE C P CHUTTIKANNAN HOUSE KODIKUTHUMALA DEEPA MARY MATHEWS CHEERAN HOUSE DOCTORS LANE U C COLLEGE P O ALUVA IYPE M J MANJOORAN HOUSE ASOKAPURAM ALUVA PREETHA KRISHNAKUMAR SASTHANGAL WARRIAM DESOM P O ALUVA REMANI S NAIR MANCERRY HOUSE KOOVAPPADY P O PERUMBAVOOR SIGI ABRAHAM KOOTTANCHERY ERUMATHALA PO KEEZHUMAD ALUVA DEVASSY T D THALIYATH HOUSE KUMBIDY POOVATHUSSERY P O THRISSUR DISTRICT I K UNNIKRISHNAN IYYEDATH HOUSE POOVATHUSSERY P O JASVIN JOHN THEKKINIYAN HOUSE POOVATHUSSERRY 680741 KUTTAPPAN NAIR V VELUKKATHARA HOUSE KALLUR ANNAMANADA P O NOUSHAD.V.M. AISHA MANZIL ANNAMANADA.P.O. MALLIKA C N . REXY RODRIGUES KOLLAMVALIYAKAM KADUKUTTY PO CALAKUDY SHOJI DAVIS WILSON STUDIO MALA ST JOSEPH CATECHISM UNIT . PAZHOOKARA,ANNALLOOR (PO) THRISSUR DISTRICT RAZAK M A MANOLODY HOUSE VAYALKARA KUNNUKARA HAMZA K M K M HOUSE POOTHAPARA,AZHIKODE GEORGE Z BERNARD ST.JOSEPH COLLEGE OF COMMERCE,73, BRIGADE ROAD,BANGALORE LILLY RAJU C-PH2 MANTRI SPLENDOR, HENNUR MAIN ROAD, GEDDALAHALLI,BANGALORE. NEETHU P CHEMMANNUR JEWELERS UNITY BUILDING J C ROAD BANGALORE SHAJU C MATHEW CHEMMANNUR JEWLLERS J C ROAD, UNITY BUILDING BANGALORE SHANOJ E U CHEMMANNUR JEWELLERS LTD J C ROAD BANGALORE V.VARDHAN L.R.NAGAR, D NO 349, 12TH CROSS, BANGALORE 560 047. NITHISH PAUL 301-B,SUMER CASTLE, CASTLE MILL COMPOUND,. THANE (W)-400 602 PRIYA MALHOTRA 305, GANGA ESTATE CHEMBUR, MUMBAI-71 RAMYA BHASKARAN PILLAI 34,GANGA SHREE NARAYANA GURU- CHS;LOKHANDE MARG,CHEMBUR,
    [Show full text]
  • Munnar Landscape Project Kerala
    MUNNAR LANDSCAPE PROJECT KERALA FIRST YEAR PROGRESS REPORT (DECEMBER 6, 2018 TO DECEMBER 6, 2019) SUBMITTED TO UNITED NATIONS DEVELOPMENT PROGRAMME INDIA Principal Investigator Dr. S. C. Joshi IFS (Retd.) KERALA STATE BIODIVERSITY BOARD KOWDIAR P.O., THIRUVANANTHAPURAM - 695 003 HRML Project First Year Report- 1 CONTENTS 1. Acronyms 3 2. Executive Summary 5 3.Technical details 7 4. Introduction 8 5. PROJECT 1: 12 Documentation and compilation of existing information on various taxa (Flora and Fauna), and identification of critical gaps in knowledge in the GEF-Munnar landscape project area 5.1. Aim 12 5.2. Objectives 12 5.3. Methodology 13 5.4. Detailed Progress Report 14 a.Documentation of floristic diversity b.Documentation of faunistic diversity c.Commercially traded bio-resources 5.5. Conclusion 23 List of Tables 25 Table 1. Algal diversity in the HRML study area, Kerala Table 2. Lichen diversity in the HRML study area, Kerala Table 3. Bryophytes from the HRML study area, Kerala Table 4. Check list of medicinal plants in the HRML study area, Kerala Table 5. List of wild edible fruits in the HRML study area, Kerala Table 6. List of selected tradable bio-resources HRML study area, Kerala Table 7. Summary of progress report of the work status References 84 6. PROJECT 2: 85 6.1. Aim 85 6.2. Objectives 85 6.3. Methodology 86 6.4. Detailed Progress Report 87 HRML Project First Year Report- 2 6.4.1. Review of historical and cultural process and agents that induced change on the landscape 6.4.2. Documentation of Developmental history in Production sector 6.5.
    [Show full text]
  • Land Acquisition for the Construction of Approach Road for Mariyil Kalunk Bridge
    SOCIAL IMPACT ASSESSMENT STUDY (entrusted by District Administration,Idukki) FINAL REPORT LAND ACQUISITION FOR THE CONSTRUCTION OF APPROACH ROAD FOR MARIYIL KALUNK BRIDGE 23th December 2019 Requiring Body SIA Unit PWD (ROADS) Rajagiri College of Social Sciences Thodupuzha, IDUKKI Rajagiri PO Kalamassery Pin: 683104 Phone no: 0484 2911330- 32, 2550785 [email protected] CONTENTS CHAPTER 1 - EXECUTIVE SUMMARY 1.1 Project and public purpose 1.2 Location 1.3 Size and attributes of land acquisition 1.4 Alternatives considered 1.5 Social impacts 1.6 Mitigation measures CHAPTER 2 - DETAILED PROJECT DESCRIPTION 2.1 Background of the project, including developers background and governance/ management structure 2.2 Rationale for project including how the project fits the public purpose criteria listed in the Act 2.3 Details of project size, location, capacity, outputs, production targets, costs and risks 2.4 Examination of alternatives 2.5 Phases of the project construction 2.6 Core design features and size and type of facilities 2.7 Need for ancillary infrastructural facilities 2.8 Work force requirements (temporary and permanent) 2.9 Details of social impact assessment/ environment impact assessment if already conducted and any technical feasibility reports 2.10 Applicable legislations and policies CHAPTER 3 –TEAM COMPOSITION, APPROACH METHODOLOGY AND SCHEDULE OF THE SOCIAL IMPACT ASSESSMENT 3.1 List of all team members with qualification 3.2 Description and rationale for the methodology and tools used to collect information for the social impact assessment 3.3 Sampling methodology used 3.4 Overview of information/ data sources used 2 LAND ACQUISITION FOR THE CONSTRUCTION OF APPROACH ROAD FOR MARIYIL KALUNK BRIDGE 3.5 Schedule of consultations with key stakeholders and brief description of public hearings conducted CHAPTER 4 - LAND ASSESSMENT 4.1 Land Description with the help of Maps, Information from Land Inventories and Primary Sources.
    [Show full text]
  • Tourist Statistics 2019 (Book)
    KERALA TOURISM STATISTICS 2019 RESEARCH AND STATISTICS DIVISION DEPARTMENT of TOURISM GOVERNMENT OF KERALA DEPARTMENT OF TOURISM KERALA TOURISM STATISTICS 2019 Prepared by RESEARCH & STATISTICS DIVISION DEPARTMENT OF TOURISM Sri.KADAKAMPALLY SURENDRAN Minister for Devaswoms, Tourism and Co-Operation, Kerala Ph (Office): 0471-2336605, 2334294 Thiruvananthapuram MESSAGE Kerala is after all India’s most distinguished state. This land of rare natural beauty is steeped in history and culture, but it has still kept up with the times, Kerala has taken its tourism very seriously. It is not for nothing than that the Eden in these tropics; God’s own country was selected by National Geographic Traveler as one of its 50 “destination of life time”. When it comes to building a result oriented development programme, data collection is key in any sector. To capitalize the opportunity to effectively bench mark, it is essential to collect data’s concerned with the matter. In this context statistical analysis of tourist arrivals to a destination is gaining importance .We need to assess whether the development of destination is sufficient to meet the requirements of visiting tourists. Our plan of action should be executed in a meticulous manner on the basis of the statistical findings. Kerala Tourism Statistics 2019 is another effort in the continuing process of Kerala Tourism to keep a tab up-to-date data for timely action and effective planning, in the various fields concerned with tourism. I wish all success to this endeavor. Kadakampally Surendran MESSAGE Kerala Tourism has always attracted tourists, both domestic and foreign with its natural beauty and the warmth and hospitality of the people of Kerala.
    [Show full text]