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  • 7/27/2019 News Letter June

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    " 91 Years of Relentless Journey Towards Engineering Advancement for Nation Building "" 91 Years of Relentless Journey Towards Engineering Advancement for Nation Building "

    Vijayawada Local CenterVijayawada Local Center

    Work shop on the best international practices in production

    From Chairmans Desk

    The Institution of Engineers (India)VIJAYAWADA LOCAL CENTRE, Dr. KL Rao Bhavan, Governorpet, Vijayawada-2. A.P.Tel : 0866 - 2576822, 2574217 E-mail : [email protected]

    Chairman. D.Rama Krishna, FIE

    Hon. Secretaryr. T.Satyanandam, FIE

    Jt. Hon. Secretaryr. D.Ramesh Kumar, MIE

    Water Resourceanagment in India - 2

    World TelecommunicationI T Society Day - 4

    ob Vaccancy - 4

    urface Waterugmentation - 5

    pcoming Events - 7

    5S

    Workplace

    organizationmethodology to

    mprove productivity

    Volume - XV Number - 6 June - 2011

    THEI

    NSTI

    TUTIO

    NOFENGINEERS

    (IND

    IA)

    INCORPORATEDBYROYALCH

    ARTE

    R19

    35

    ESTABLISHED192

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    ce Rs. 0.25 Ps. Postal Regn. No. VJ /033 Year of Renewal 2009-11

    nside This Issue

    Please write to me at [email protected]

    Ramakrishna DasariChairmanIEI Vijayawada Local Center

    With changing competition levels from No Competition toCompetition to Global Competition, it is necessary for theindustry to adopt international best practices. This work shop will

    provide insight of the best practices that can be adopted for any kindof organization to be improved.

    PDCA cycle: Plan Do Check Act, the operating principle of ISO.It is for continual improvement in the existing system. The continualcheck of the execution of planned activities, and make necessarycorrection in the plan or take corrective action related to it, executingthe plan and rechecking it, this continuous cycle leads to continualimprovement.

    5S: 5S is the name of a workplace organization methodologythat uses a list of five. The list describes how items are stored andhow the new order is maintained. The decision-making processusually comes from a dialogue about standardization whichbuilds a clear understanding among employees of how workshould be done. It also instills ownership of the process ineach employee. 5 primary phases of 5S: sorting, straightening,systematic cleaning, standardizing, and sustainingSort - the first step in making things cleaned up and organizedSet In Order-organize, identify and arrange everything in a work area

    Shine - regular cleaning and maintenance

    Standardize - make it easy to maintain - simplify and standardizeSustain -maintaining what has been accomplished

    Kaizen: Japanese for "improvement" or "change for the betterrefers to philosophy or practices that focus upon continuousimprovement of processes in manufacturing, engineering,supporting business processes, and management. Kaizen strategycalls for never-ending efforts for improvement involving everyonein the organization. When used in the business sense and appliedto the workplace, kaizen refers to activities that continually improveall functions, and involves all employees from the CEO to theassembly line workers. It also applies to processes, such aspurchasing and logistics that cross organizational boundaries intothe supply chain. By improving standardized activities andprocesses, kaizen aims to eliminate waste.

    Just In Time(JIT): is a production strategy that strives toimprove a business' return on investment by reducingin-process inventory and associated carrying costs. Just in time is a

    pull system of production, so actual orders provide a signal for whena product should be manufactured. Demand-pull enables a firm toproduce only what is required, in the correct quantity and at the cor-rect time. This means that stock levels of raw materials, compo-nents, work in progress and finished goods can be kept to a mini-mum. This requires a carefully planned scheduling and flow ofresources through the production process

    Total Productive Maintenance (TPM): is a well-defined andtime-tested concept for maintaining plants and equipment. TPM canbe considered the science of machinery health. It can be consideredas the medical science of machines. Total Productive Maintenanceis a maintenance program which involves a newly defined conceptfor maintaining plants and equipment. The goal of the TPM programis to markedly increase production while, at the same time, increas-ing employee morale and job satisfaction.

    Dear friends we want restructure our activities to create better value to our members and societyIn line with this we are planing different activities. I request all of you to send more innovative ideasor challenges. We have platform & infrastructure to use for betterment, let us use it for commocause. We are planning national work shop on the best international practices in production.

    TPM brings maintenance into focus as a necessary andvitally important part of the business. It is no longer regarded as non-profit activity. Down time for maintenance is scheduled as a parof the manufacturing day and, in some cases, as an integral part othe manufacturing process. The goal is to hold emergency andunscheduled maintenance to a minimum.

    Avoid waste in a quickly changing economic environment. Produce goods without reducing product quality. Reduce costs. Produce a low batch quantity at the earliest possible time. Send only non- defective parts to the customers.

    TQM: TQM is an integrative philosophy of management for continuously improving the quality of products and processes. It is a management approach to long-term success through customer satisfaction. TQM functions on the premise that the quality of products andprocesses is the responsibility of everyone who is involved with thecreation or consumption of the products or services offered by anorganization. In other words, TQM capitalizes on the involvement omanagement, workforce, suppliers, and even customers, in order tomeet or exceed customer expectations. I.e. all members of aorganization participate in improving processes, productsservices and the culture in which they work.

    Six Sigma: Six Sigma is a business management strategy orignally developed by Motorola. Six Sigma seeks to improve the qualityof process outputs by identifying and removing the causes odefects (errors) and minimizing variability in manufacturing andbusiness processes. It uses a set of quality management methodsincluding statistical methods, and creates a special infrastructure opeople within the organization. The term Six Sigma originated fromterminology associated with manufacturing, specifically termassociated with statistical modeling of manufacturing processes. Thmaturity of a manufacturing process can be described by a sigmarating indicating its yield, or the percentage of defect-free products icreates. A six sigma process is one in which 99.99966% of theproducts manufactured are statistically expected to be free odefects (3.4 defects per million).

    Lean manufacturing: "Lean," is a production practice thaconsiders the expenditure of resources for any goal other than thecreation of value for the end customer to be wasteful, and thus atarget for elimination. Working from the perspective of the custome

    who consumes a product or service, "value" is defined as any actionor process that a customer would be willing to pay for.

    It identifies the fact that customer will not pay for themistakes, but only for the value of the product or the service theyreceive. The impact on this thinking is huge on themanufacturing process. It changed the way people looked at themanufacturing process. It made people to define value of theproduct from the customers point of view, not from the internamanufacturing point of view.

    To successfully implement lean manufacturing, it isnecessary to understand the differences between the lean manufacturing concepts to the conventional manufacturing.

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    Water Resources Management in IndiaDoddapaneni Ramesh Kumar, BE, ME, LLB (PhD)

    Cell number- 09177152209, Mail id: drkumar99@gmail. com

    Of the entire social and national crisis we face today, the water crisis is the one that lies at the heart of our survival and that of our planet earth.

    Stated by the United Nations Report presented to the international community at the third World Water Forum, held in Kyoto, Japan, in March 2003.

    KCP SUGAR AND INDUSTRIESCORPORATION LIMITED

    RAMAKRISHNA BUILDINGS, 239, ANNA SALAI, CHENNAI-600 006.

    SUGARAND

    IND COR

    K

    C

    P

    Manufacturers of : Premium Grade Sugar, Bio compost and

    formulated products at Vuyyuru andLakshmipuram, Krishna District, Andhra Pradesh

    Industrial Alcohol, Denatured Spirits,Bio-fertilizers and Mycorrhiza at Vuyyuru

    Telephones:Regd. Office :044-28555171

    Sugar Factory, Vuyyuru :08676-232001Sugar Factory, Lakshmipuram :08671-222046

    Branch Office, Vijayawada :0866-2538133

    Fax :Regd. Office :044-28546617

    Sugar Factory, Vuyyuru :08676-232640

    Sugar Factory, Lakshmipuram :08671-222640Website : www.kcpsugar.com

    Introduction:

    Water Management is going to be a big challenge before uswith growing population and fast depleting water availability on planet

    earth due to bad management practices as well global warming

    and climate change. All the countries including India have to gear up

    their efforts to meet the impending risks of water crisis. Growing

    demand across competitive sectors, increasing droughts, declining

    water quality, unexpected floods, and abnormal delay in commission-

    ing new hydro projects due to financial crunch, inter-state river disputes,

    lopsided institutional reforms and enforcement are major problems

    faced by the countrys water sector. Development of Better water

    management practices involving water users at all levels from policy

    making to utilization and use of sustainable technologies will help us

    in mitigating the risks and tensions.

    Water Resources in India : Total utilizable water resource is assessed as 1123 BCM/yr.

    Out of 433 BCM of groundwater, 362 BCM/yr of the resource is

    available for irrigation.

    50% of precipitation falling in just 15 days and over 90% of river

    flows occurring in just four months.

    A total storage capacity of 212.78 Billion Cum (BCM). The projects

    under construction will contribute to an additional 76.26 BCM.

    Contribution expected from projects under consideration is 107.54 BCM.

    The total availability of water in the 76 major reservoirs was

    109.77 BCM

    Issues and Challenges:

    Bad infrastructure, Global warming, Industrial development,Population growth, Increase in per capita consumption, Social inequityand economic disparities, illiteracy and increasing pollution due todefective legislations and enforcement are reasons for failure of watermanagement policies.

    Lack of comprehensive and integrated planning coupled withimplementation pitfalls and rampant corruption of politicians andbureaucracy is making mockery of our plans. Cost overruns andinordinate time delays are biggest stumbling blocks for many waterresource development projects across the country.

    The effects of global warming and climate change are worrisome tothe world not just for India. Due to rapid industrialization and depletinggreen cover on earth as well in India is throwing unmanageable andunpredictable challenges for management of water resources. Therecent floods in Krishna river basin in October 2009 broke 100 years

    record and Kurnool district of Andhra Pradesh state is drowned withbackwaters of Srisailam reservoir and flash floods (September, 2010)due to torrential rains in the catchment area of river Yamuna drownedeven commonwealth games village in New Delhi is a better example ofoff shoots of Global warming and climate change.

    Modern age brought industrial revolution which demands more cleanwater as input and releases polluted water makes us vulnerable andforce us to develop clean and green technologies. Many industries usewater indiscriminately and violate regulatory framework thus generat-ing pollutants which contaminate surface as well ground water.

    The big challenge is growing population and increase in per capitaconsumption year by year. The water requirement by 2050 would be1447 BCM for all sectors as per projections given by MoWR versuspresent day (2010) availability of 813 BCM. Modern day life demandsmore water per person due to luxury needs of different segments of the

    society.Pollution is another major issue confronting just not only water

    management but also the survival of human existence itself.Sometimes development and progress are enemies for environmentand planet earth. Pollution of ground water, stored water and surfacewater by pollutants and consequential damages to water resources hasa major issue in modern times in every country. Pollution of waterresources due to lack of as well scanty sanitation facilities for poorersections of the society in urban and rural India is another big challengefor planners.

    Use of obsolete methods and use of unproductive practices bystakeholders in various sectors like drinking water, industries andirrigation is also an issue to be addressed quickly.

    Year 2010 2025 2050 2010 2025 2050

    Irrigation 688 910 1072 557 611 807

    Drinking Water 56 73 102 43 62 111

    Industry 12 23 63 37 67 81

    Energy 5 15 130 19 33 70

    Others 52 72 80 54 70 111

    Total 813 1093 1447 710 843 1180

    Sector Standing Sub-Committee of MoWR NCIWRD (National Commission( Ministry of Water resources- for Integrated Water Resource

    Govt. of India) Development)

    Source: GOI, 2006.

    2

    IEI news

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    GENERATORS

    Another big challenge for India is Inter-state water sharing among

    riparian states. This is causing inter-state water disputes every time if

    there is a new development is taking place in form of construction of

    dam and developing friction and tension between the people and state

    governments. In the following Table-2 details of various Inter-state

    water disputes are tabulated.

    The Road Ahead:

    Plagued with multiple issues and challenges needs to be addressedquickly to avert severe crisis of water in coming years with best use ofsustainable technologies, sound legal framework, good governance, bestinfrastructure development and best water management practicesinvolving stakeholders at all levels is need of the hour. This requires avision, perspective plan and commitment at all levels.

    The attempts made during the last sixty years are not enough. Thoughnational water policies 1987 and 2002 were enunciated, very little has

    been achieved in the fulfillment of objectives laid down. For example,effective water resources planning by encouraging non-conventionalmethods of water use such as inter-basin water transfers, artificialrecharge of aquifers and desalinization of brackish water, as well astraditional water conservation practices like rainwater harvesting andincorporating quantity and quality aspects as well as environmentalconsiderations was stressed in the policy document but it is notoperational due to above mentioned reasons.

    Need of the hour is to develop and implement a inclusive waterresources development and management policy with clear vision takinginto account of demography, climatic conditions, resource availabilityacross different parts of the country, Priority, growing industrialization andpollution, cultural practices and utility pattern to avert water scarcity andcrisis now and in future.

    River Concerned States Tribunal Tribunalformed Decision Date

    Krishna Maharashtra, Andhra Pradesh, April 1969 May 1976Karnataka

    Godavari Maharashtra, Andhra Pradesh, April 1969 July 1980Karnataka, Madhya Pradesh, Orissa

    Narmada Rajasthan, Madhya Pradesh, Gujarat, October 1969 December 1979Maharashtra

    Ravi and Punjab, Haryana, Rajasthan April 1986Beas

    Cauvery Kerala, Karnataka, Tamil Nadu, June 1990Pondicherry (originally in

    1974)Revised in June1990

    Krishna Maharashtra, Andhra Pradesh, April 2004 2011Karnataka (revised) (Draft Award)

    Madhei / Mandovi Goa, Karnataka, MaharashtraMahadayi

    Vamsadara Andhra Pradesh, Orissa

    Though elaborate legislative framework was developed in the form

    of Inter-State Water Disputes Act, 1956 and was enacted to resolve the

    water disputes, complexities in different disputes are consuming

    decades of time for acceptable adjudication between the parties to the

    disputes.

    June-2011

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    The Swarna Co-operative Bank Ltd., 1st Floor, Swarnalok Complex

    Governorpet, Vijayawada - 520 002 Tel: +91 866 2572741

    Murali Krishna MuthavarapuChairman

    H O T E L S

    B Y W E L C O M G R O U P

    Namaste from

    Fortune Murali ParkBy Welcomgroup!!!

    Introduction:

    The universe and mankind is surviving with water one of thepanchabhutas being most important among air, water, Agni, land and sky.Globe is covered with 90 percent of water by great oceans but only 5% ispotable for the survival of people, living organs, to grow food production,ecological balance and other needs. In cities where water is a sourcecommodity. Due to denser population and rapid urbanization decreasingsoil surface due to fast expanding concrete jungles in cities, there is littlescope for a ground water potential to tap. Hence irrigation reservoirs andstreams have become main source of drinking water to the cities. Theurban population is rapidly swelling beyond estimation to design thefuture needs. Hence sustainable sources of water to cities are critical inthe present juncture. Case Studies in Andhra pradesh:

    In andhra pradesh, hyderabad, visakhapatnam & vijayawada aregrowing educationally, industrially and population multiplied year by year.

    There is impending danger in future if water supply is notproperly planned to match the ever growing population.

    Water for Visakhapatnam City:

    In 1891 the population of erst while Walt air is only 38,000 which nowswelled to over 20 Lakhs. The Estimated population by 2020 is 27 Lakhs.Apart vizag is the industrial capital of andhra pradesh with many state

    owned industries, ports, shipyard and power plants.

    The following are the present demands

    Domestic : 24.25 MGD

    Industries : 16.00MGD

    Total losses in the distribution system : 25%

    Present per capita supply is 135 LPCD.

    Sources for water supply for visakhapatnam

    ''WATER RESOURCES DAY 2011''

    Er.I.S.N RAJU, F.I.E,Chief engineer, Central Designs Organization, Hyderabad, I&CAD Department, Andhrapradesh .

    SURFACE WATER AUGMENTATION FOR

    GREATER MUNCIPAL CORPORATIONS IN ANDHRA PRADESH

    The following are the irrigation reservoir capacities supplying

    water to Visakhapatnam

    The Yeleru reservoir project in East Godavari District is a source to

    Visakhapatnam by left bank canal and water stored in Kanithi Balancing

    Reservoir for emergrencies. In order cope up with fast growing demand

    Godavari drinking water supply by lift has came into reality intended to

    ultimate supply 182 MLD(40MGD) but presently supplementing 8 MGD.The present requirement of water to Visakhapatnam city needs an

    industrial needs 70 MGD (excluding NTPC &Steel plant) and will go fur-

    ther up to 100MGD. The permanent solution to the ever growing

    demand of water to the Greater Visakhapatnam Municipal Corporation is

    Polavaram Left main canal which designed to supply 23.44 TMC. It is a

    fact that the completion of polavaram Project may take another 5-6 years.

    Till that time augmenting water supply from existing reservoirs is the only

    ay duly pegging down the distribution losses.

    Water for Vijayawada city:

    Vijayawada city also known as Bezawada is on the left bank of Krishna

    River in Krishna district. It is a business city and important Railway Head

    Quarters through which many trains to East, West, South and North parts

    of the country passes. The present population of the Vijayawada city is

    order of 10 lakhs. The main and only source of water is Krishna River.

    The water is drawn from the pondage of prakasam barrage round the

    year which is unique in the country. All other reservoir and barrages de-

    plete in the season where as the pondage in the barrage is maintained

    round the year for cooling water supply of thermal power plant.

    The installed capacity is 52.00 MGD (272.76 MLD) against which the

    present supply is 39.00 MGD (177.30 MGD). The distribution losses are

    taken at 15% and quantified of order of 5.85 MGD (26.59 MLD) in the

    above supply. The per capita supply as per norms for 10lakhs population

    is 150LPCD and present supply is at 150.70 LPCD. Physical there is no

    water scarcity except some problems at higher elevation tackled by wa-

    ter tankers as and when required.

    Reservoir Capacity(TMC) FRL(in ft)/ mts

    Thadipudi (vizianagaram Dt) 3.325 +297.00/90.52

    Raiwada 3.600 +376.00/114.00

    Meghadrigedda 10.12 +61.00/18.48

    Yeleru reservoir 24.10 +185.56/56.56

    Thadipudi reservoir : 9 MGD

    Meghadri gedda reservoir: 9 MGD

    Raiwada reservoir : 15MGD

    Gosthani reservoir : 3.6MGD

    Mudasallava reservoir : 40 MGD

    Other sources : 3.00MGD

    TOTAL : 40.00MGD

    CongratulationsThe Vijayawada Local Center of IEI shares its

    happiness and convey their congratulations to Er.

    G Prabhakar, FIE, President, IEI who has been

    appointed as a Member of the Steering Committee

    for Higher & Technical Education on the eve of for-

    mulation of Twelfth Five Year Plan (2012 - 17), by

    Planning Commission, Government of India.

    June-2011

    5

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    M/s FARM STEEL PRODUCTSINDUSTRIAL ESTATE, VIJAYAWADA -520 007

    Products

    Mini Dal Mills Star Weeders Turmaric Polishers Rotavators

    Ph: Fac.2553958 & 6571258, Res.2472694, M: 9246497258. Email: [email protected]

    Oil Storage & Process Tanks in MS & SS Welded Pipes Chimney's

    6

    Water for hyderabad:HMWSSB was constituted on 1st November,1989 under the

    provisions of Hyderabad Metropolitan water supply and SewerageAct,1989. The present population of Hyderabad is 7.72 Million andexpected to be 10.9 Million by end of 2020. Hyderabad's current waterdemand is 25 MGD. The average per capita consumption is 162 LPCD.

    The godavari drinking water supply scheme to greater hyderabadwas initially planned to augment 10 TMC of water under phase-I at anestimated cost of Rs 3,375 crores. The government accordedadministative sanction for phase-I vide G.O.MS.NO.679 of MA &

    UD(W1) DEPT, Dated ;26-9-2008. For this the ongoing sripadayellampalli barrage project is the source under execution by I&CADdepartment of govt. Of A.P. The godavari drinking water supplyscheme, phase-I to graeter hyderabad is simultaneously taken up byhyderabad metro water supply and sewage board.

    The salient features of the water supply scheme are;The heat works are located in the foreshore of yellampalli barrage by

    intake Channel of 1.6 km length.

    The total lift head is 506 m with pressure main of 186 km lengthupto Ghanapur near shameerpeta.

    775 mld water treatment plant is proposed at maqdurapuram todeliver 735 MLD of clear water

    3 intermediate pumping station are proposed with an average lift of130 mt at each station.

    9nos. Of pumps and motors are proposed at each station include instand by pump sets

    80ML clear water reservoir with retention period of 2.5 hours designed at each pumping station.

    Each pumping station will be provided with independent dedicatedpower supply with substation and transformers.

    The Master Balancing Reservoir (MBR) at Ghanapur is with capacity of 150ML

    The land requirement is 2300Ac.

    In 1852Sir Arthur Cotton formulated the anicut proposals andexecuted by captain ORR at a cost of Rs2.00Crores. The same wasupgraded by raising falling shutters from 3.0height to 5.0height. afterexact life span of 100years, the Anicut Breached in 1952. In thecombined Madras state, the then Honble Chief Minister Sir TanguturiPrakasam approved to construct a barrage in place of old Anicut at anestimated cost of R s. 2.78Crores.it was built during1945-1957. The crestlevel of 70 No. vertical gates is 13.73M(+45.05 ft.) with a height of3.66M(12.00ft)the pond level is +17.79M(57.05ft) the length of Barrageis 1136M(3750ft)

    The K.L.Rao water supply head works situated on up stream ofbarrage adjoining to Hyderabad-Vijayawada Highway is the main sourcefor Vijayawada city.Till 1978 the pondage is only upto +13.73M(45.05ft).In order to supply water to V.T.P.S.round the year,the pond level isconstantly maintained at +17.79M (57.ft.)

    Since Barrage is only a diversion structure with about 3.00 TMCstorage ,water is drawn to maintain pond level from Nagarjuna Sagar onup Stream of Krishna River. Now a new K.L.Rao Pulichintal Project is fastcoming up near Jaggaiahpeta in between Nargarjuna Sagar andPrakasham

    When once the K.L.Rao Pulichintal project comes into existence theVijayawada city will be much more comfortable for water supply and thatcan meet any extent of future population estimates for the next 100 years.Thus the sustainability of water to vijayawada city is never a problem andvery comfortable due to krishna river source supported by irrigationprojects with ample storage capacities.

    Gates : 24Nos.of 18.5M*17.00M

    Gross Storage : 45.77TMC

    Power Generation : 120 MW

    Pond Level : +53.340M

    Crest Level : +36.340M

    MDDL : +42.672M

    Length of Dam : 1289M

    Live Storage : 36.23 TMC

    IEI news

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    M/s. PRUTHVIAUTO SPRINGSManufacturers of Leaf Springs for

    Trucks and Tractor TailorsKANURU,VIJAYAWADA -520 007.

    PH: 0866-2545936 & 6576333

    Mobile: 9959827799

    M/s. PRECISIONAUTO PRODUCTSManufacturers of Sluice Valves, Check Valves( Non-Return Valves ) as per BIS ( IS / 14846/2000 )

    Air Valves: From 50-300 mm Manufactured by TechnocratBody test = 15Kg / cm2 Seat Test = 10Kg / cm2Used extensively in sugar factories, water supply etc

    J.R.D TATA Industrial Estate, Kanuru, VIJAYAWADA-07

    Ph: 254 4684(O), 2486562(R) Mobile: 9392102526

    7

    The source for the godavari water supply scheme is ongoing sri pada

    yellampalli barrage project across Godavari river situated about 140 KM

    on down stream of sri rama sagar project. It is 14 KM from ramagundam

    and 18 KM from mancherial in adilabad disrict.

    The salient features of the barrage are:

    The sripada yellampalli barrage is a water hud for not only irrigation

    but also for industrial water supply to NTPC,drinking water supply tomancherila apart from the present Godavari water supply scheme togreater Hyderabad.The barrage is also balancing reservoir to thegigantic Dr. B.R.Ambedkar pranahita-chevella Lift irrigation schemewith lifting of 160TMC from pranahita barrage on Pranahita river.

    The irrigation Department of Government of Andhra Pradesh alsoearmarked 30TMC of water towards drinking water supply to the greaterHyderabad under Pranahita chevella Lift irrigation scheme and approvedvide Govt. Memo No.14491/Maj.lrri.Vlll(l)/06 dated :16-4-2008.

    The salient features of Pranahita chevella lift scheme are:

    Conclusions:

    The Hyderabad, Visakhapatnam and Vijayawada are the GreaterMuncipal Corporations of Andhra Pradesh. Irrigation projects and rivers arepermanent source of water for the fast growing cities and planning in thatdirection and expediting the ongoing projects is the imminent need.

    VIJAYAWADAM.G. Road, 0866-666888

    93474 89666, 93474 77333

    GUNTURAuto Nagar,

    2331920, 2331820

    8008804510 / 11

    ONGOLEBeside I.T.C Compound, Throvagunta(V) N.H.5

    246628 / 29, 99490 96708

    BHIMAVARAMUNDI ROAD,

    08816-223580,

    98661 75390

    Catchment area : 3,12,813 Sq.KM

    Frl : +418.00m

    T.B.L : +152.000M

    Deep River Bed level : +117.110M

    Sil l of r iver s luice : +129.000M

    Length of barrage : 1.181 KM

    Length of earth dam : 4.30KM

    Barrage gates (radial) : 62Nos.of15.60M*9.70M

    Max.flood discharge : 55,900Cumecs

    Storage capacity : 26.66 TMC

    Irrigation proposed : 4.63 Lakh Acres

    Water supply to NTPC : 6.50 TMC

    Canal capacity at Head : 583Cumecs

    Canal FSL at chevella : +645.00M

    Lift height : 493.00MPower requirement : 3466MW

    Irrigation Proposed : 16.40 Lakh Acres

    Project Estimated Cost : Rs. 40,300Crores

    Water Utilisation : 180TMC

    FRL of pranahita Barrage: +152.00M

    No. of Lifts : 22NosTotal length of Canal : 1055KM

    a ) Gravity Canal : 849KM

    b ) Tunnels : 206KM

    Friday, 08th July, 2011 :Energy Smart Model for Organizations-2008 (15 to 18hrs)

    Interested Commercial/Industrial/Institutional members may enrol their names

    at this office before 18.00 hrs on Monday, the 04th July, 2011

    Sunday, 19th June, 2011 :One day Career guidence to the Engineering aspiring

    Students (10 to 17hrs ) Students are invited to attend and get the benefit out of it.

    Friday, 15th July, 2011 :110th Birthday of Padmabhushan Dr. KL Rao, Hon. Life FIE

    Upcoming Events

    June-2011

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    Edited, Printed & Published by Er.T.Satyanandam, FIE, Hon.Secretary on

    behalf of The Institution of Engineers (India), Vijayawada Local Center,

    D.No. 29-33-14, Dr.K.L.Rao Bhavan, Irrigation Offices Compound, Governerpet,

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