Upper Kotmale

download Upper Kotmale

of 9

Transcript of Upper Kotmale

  • 8/11/2019 Upper Kotmale

    1/9

    Upper Kotmale Hydro Power ProjectField Visit Report

    Name : S.P.M Sudasinghe

    Index No. : 100523G

    Field : EE

    Date of submission : 2013/11/10

  • 8/11/2019 Upper Kotmale

    2/9

    INTRODUCTION

    Upper Kotmale hydropower project is a large hydroelectric dam under construction in

    Talawakele, in Nuwara Eliya in the central province of Sri Lanka. It is planned to be completed in

    late 2011, the facility will be the third largest hydroelectric dam in the country. Achieving

    another milestone in the countrys development drive, the longest tunnel which would carry

    water from the Kotmale reservoir to the underground power station under the Upper Kotmale

    Hydro Power project which adds 150 MW of power to the national grid.

    This project, estimated to cost Rs. 44 billion financed by the Government of Japan and Ceylon

    Electricity. The construction began in 2006. But this concept is discussed for the first time of the

    project by the Sri Lankan authorities in 1968 under the Mahaweli scheme. But this project was

    not implemented in the framework of the accelerated Mahaweli Development Plan. As per the

    provision in the National Environment Act of 1998, the Environment clearance was granted to

    the Upper Kotmale Power Project. There were several objections to the project initially and theywere settled by the courts of law. The project was implemented under five phases.

    The Japanese Government provided a loan of 33,265 million yen, while the CEB making

    investment 5931 million rupees for this project. Upper Kotmale Power Plant expected to

    generate 409 GWh of electricity annually from this project and the installed capacity 150MW.

    The dam will be constructed across the stream Kotmale and the length of the dam is 180 meters

    and the height is 35.5 meters.

    Figure 1: Upper Kotmale Hydro Power Proposal

  • 8/11/2019 Upper Kotmale

    3/9

    Basic Project Cost : 40,000 Million Rs.

    Regulating Pond : 0.8 MCM, 0.25 Sq.km

    Plant Capacity : 2 x 75 MW

    Annual Energy : 409 GWh

    Full Supply Level : 1,194 masl

    Min Operating Level : 1,190 masl

    Tail Water Level : 703 masl

    Net head at FSL : 473m

    Max Plant discharge : 35.6 Cub. m/s

    Plant factor : 31%

    Main Intake Dam

    Catchment Area = 310 km2

    Length of Dam = 180 m

    Height of Dam = 33.5 m

    Elevation of Dam top level = 1196.00

    Swept Area of Reservoir = 0.25 km2

    Effective Storage = 0.8 MCM

    Spillway Gates Capacity = 3300 m3/s

    Average annual rain fall 2300 mm per year

    Average annual inflow 17.8 m3/s

    Run off type concrete gravity dam

    Dam mainly consists of Spillways Gate, Main Out let Gates, Intake Gate, Sand Flush Gate, Flap

    gate, Raking Equipment and Inspection Gallery. Spill way gate is Steel Radial type Gate which can

    be used to release required flow rate by opening required height. Flap gate is used to control the

    water level. Sand flush gate is used to flush out the sand after filling the sedimentation.

  • 8/11/2019 Upper Kotmale

    4/9

    Tunnel

    The 4.55.2 m (14.817.1 ft) diameter, 12.89 km (8.0 mi) long Upper Kotmale Tunnel, the

    longest excavated tunnel in Sri Lanka, will be used to deliver the water to the powerhouse. The

    tunnel begins at the dam site, and stretches north at a distance of approximately 7.4 km (4.6 mi)

    towards Pundaluoya, before stretching a further 5.5 km (3.4 mi) north-west towardsKumbaloluwa and ending up at its powerhouse at the Kotmale River near Niyamgamdora, at

    approximately 070233N 803923E, 2 km (1.2 mi) downstream of the confluence of Pundal

    River and the Kotmale River.

    Surge tank is an opening of the tunnel used to reduce the damage from surges.

    When there is weak rock, concrete layer is applied around the tunnel to increase the strength of

    the tunnel

    Turbine

    Francis type turbine has been selected for Upper Kotmale power plant to accommodate futureKotmale dam lifting for high loads and due its high efficiency. Spherical type valve, which is

    suitable for high head has been selected as main inlet valve. Two Sealing rings, Upstream and

    Downstream available to completely shut the water flow. Servomotor (Piston) operate the Main

    Inlet Valve.

    Figure 2: Intake Dam

    Figure 3: Cross section view of tunnel, surge tank & penstock

    Figure 4: Tunnel cross sectional view

  • 8/11/2019 Upper Kotmale

    5/9

    Generator

    Two 88,000 kVA alternating current generators of standard type are coupled to turbines to

    generate power. (75 MW each)

    Special Features in Generator at UKPS

    Electrical Brake (first time in Sri Lanka)

    PEEK Thrust Bearing

    Carbon Duct Collector

    Oil Mist Eliminator

    PSS (Power System Stabilizer)

    Figure 5: Standard type generator

    Figure 6: Cross section of power cavern

  • 8/11/2019 Upper Kotmale

    6/9

    Power Transformer

    Power Transformer in Upper Kotmale is special three phase transformer (not 3 single phase or

    single three phase transformer). Two power transformers are used for two generators.

    Type : core type oil immersed

    Capacity : 88 MVA

    Vector group : Ynd11

    HV side : 220 Kv

    LV side : 13.8 Kv

    Tap range : HV side +10% to -5% in 2.5 steps

    Buchholz relay is used to protect the transformer from insulation failure faults.

    Switchyard

    SF6 is used as insulating medium for this indoor switchyard. It saves 5% floor space and 1%

    volume than air insulated system. Protection devices such as CTs, Vts and Circuit breakers are

    installed here.

    To connect the separate units to transmission system two bus bars with bus coupler is used.

    Figure 7: Buchholz relay

    Figure 8: GIS Bay at UKHP

  • 8/11/2019 Upper Kotmale

    7/9

    Transmission System

    220 kV transmission line of Length -15.5 km is used to connect Upper Kotmale plant at

    Niyamgamdora to substation of existing Kotmale power plant. Then power is transmitted from

    there to Biyagama through existing transmission system. TDL, TD1, TD2, TD3 and TDT types of

    towers are used. ACSR ZEBRA conductors are used and aluminum cladded steel wire is for earth

    wire. Optical fiber cable is going through one conductor of this transmission system for

    communication purposes. OPGW cable is used for that.

    Communication System

    Microwave Communication, Optical Fiber Communication and Flood Forecasting System (VHF)

    are three communication systems used here.

    Frequency Bands of 8363 MHz and 8482 MHz with 7 MHz bandwidth is used for micro wave

    communication.it is a 2 Hops Link. Communication between Dam and power station is

    accomplished with the help of intermediate hop located in Gongalla mountain and use line of

    site communication.

    Single mode optical fiber running middle of transmission conductor is used for optical fiber

    communication between UKHP control room and Kotmale power plant. Early flood warning

    system use VHF communication. Rain fall and water flow data are the inputs and 2D model of the

    river and Forecasted Inflow is the output of the flood forecasting system.

    Figure 9: Single line of UKHP

  • 8/11/2019 Upper Kotmale

    8/9

    Energy generation Data

    Figure 10 (a): Month vice average generation 2012

    Figure 10 (b): Month vice average generation 2013

  • 8/11/2019 Upper Kotmale

    9/9

    Social Environmental Impact

    The construction of the dam, tunnel, and powerhouse, required the relocation of families from

    495 houses. New homes were built away from the site with access to vital facilities such as water

    and power. The relocated families are provided with concessionary loans to start new self-

    employment ventures, while additional facilities such as the Talawakele Central College, places

    of worship, a cinema hall, a library, and a community centre, are being established.

    Similar most other dam's impacts on rivers around the world, the Upper Kotmale Dam will

    periodically stop the St. Clair's Falls, located 2.2 km downstream of the dam, and a further 2.9 km

    of the Kotmale River downstream of St. Clairs Falls, before the river is restored by water from

    the Devon River, the river forming the picturesque Devon Falls. As ordered by the Government

    Extraordinary, the St. Clair's waterfall will maintain a continuous flow of 47,250 m 3of water for

    10 hours and 30 minutes daily, between sunrise and sunset. Upper Kotmale project has positive

    impact on St, Claire waterfall because now the waterfall is available for dry season as well due torelease of water from reservoir.

    References

    Ceylon Electricity Board (2013) Upper Kotmale Hydropower Project Retrieved from

    http://www.ukhp.lk/

    Ministry of Power & energy, (2013) Second phase of Upper Kotmale Hydro Power

    Generation, Retrieved November 05, 2013 fromhttp://powermin.gov.lk/english/?p=565

    Wikipedia (2013) Upper Kotmale Dam, Retrieved November 05, 2013 from

    http://en.wikipedia.org/wiki/Upper_Kotmale_Dam

    Figure 11: Relocation of families

    http://www.ukhp.lk/http://www.ukhp.lk/http://powermin.gov.lk/english/?p=565http://powermin.gov.lk/english/?p=565http://powermin.gov.lk/english/?p=565http://en.wikipedia.org/wiki/Upper_Kotmale_Damhttp://en.wikipedia.org/wiki/Upper_Kotmale_Damhttp://en.wikipedia.org/wiki/Upper_Kotmale_Damhttp://powermin.gov.lk/english/?p=565http://www.ukhp.lk/