Hydromatrix-Andritz

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    Water.Power.HYDROMATRIX

    www.andritz.com

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    An array (Matrix) of small turbines instead of conventional sized turbines

    Best suited for low head sites with existing dam and weir structures

    Most economical in larger numbers -> not a typical small hydroapplication

    HYDROMATRIX

    An innovative way to hydropower generation

    Conventional HYDROMATRIX

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    Use of existing weir structures

    No major civil construction > less cost

    Little excavation & no coffer dams > less geological risk

    No additional land usage -> environmentally friendly

    Existing river flow pattern can be maintained

    HYDROMATRIX Modules removeable at flood conditions

    Standardized modular concept

    Compressed project schedule

    High availability & easy maintenance

    HYDROMATRIX

    Advantages

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    HYDROMATRIX

    Application Range

    Plant Flow > 60 m/sPlant Flow > 60 m/s

    Head

    2 - 20 mHead

    2 - 20 m

    Submergence

    > 1.5 m

    Submergence

    > 1.5 mHWL

    TWL

    Sill levelUnit flow 5-12 m3/sUnit Output

    100 kW

    up to 1500 kW

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    Lower St. Anthony Falls

    Chievo

    HYDROMATRIX Projects

    Locations

    Ashta I&II

    Agonitz

    Nussdorf

    Freudenau

    Jebel Aulia

    Colebrook

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    Unregulated propeller turbine (CuAlNiFe or CrNi 13.4)

    Directly driven synchronous (Permanent Magnet

    Technology) or asynchronous generator

    Welded hydraulic steel structure

    Mechanical face seal

    Roller type bearings, oil sump lubrication

    Light weight (9 13 t) -> truckable

    Minimum maintenance

    -> annual oil change

    Flexible concept - Modular switchgear

    HYDROMATRIX

    Design Features

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    HYDROMATRIX

    Turbine

    Generator

    Turbine

    Generator

    HYDROMATRIX

    Innovation: From HYDROMATRIXto StrafloMatrixTM

    StrafloMatrixTM

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    HYDROMATRIX StrafloMatrix

    Generator outside of flow (straight flow)

    Synchronous Operation

    Permanent Magnet Technology

    Shorter, Less Weight

    No PF Compensation required

    Simple Bulb Design

    Synchronous or Asynchronous Operation

    Perm. Magnets or Conventional Rotor Winding

    Longer, Heavier than StrafloMatrix

    PF Compensation (for asynchronous version only)

    HYDROMATRIX

    Differences HYDROMATRIXvs StrafloMatrixTM

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    Maintenance intervals

    TG-Units: Annual Oil Inspection / Change

    BOP Equipment:

    According to maintenance schedule

    UW - Cables: Change every 10-12 years

    Accessibility

    Easy access to all maintenance-relevant components without disturbance of overall plant

    operation

    Expected life time

    Identical to conventional hydropower concepts

    HYDROMATRIX

    Operation Aspects

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    Navigation Dams

    Irrigation Dams

    Canals and

    Abandoned Shiplocks

    Intake Towers

    HYDROMATRIX

    Potential Applications

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    Application: Irrigation Dams

    HYDROMATRIX

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    Client: National Electricity Corp.

    D = 1,120 mm

    n = 375 rpm

    H = 5.5 m

    Ptu = 380 kW

    80 units in 40 modules

    Ptotal = 30.4 MW

    Existing barrage on the White Nile

    Contractaward: 2000

    HYDROMATRIX Experience

    Irrigation Dams J EBEL AULIA /Sudan

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    Status November 2003

    HYDROMATRIX Experience

    Irrigation Dams J EBEL AULIA /Sudan

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    Client: Energie AG

    D = 1,120 mm

    n = 428.6 rpm

    H = 8.5 m

    Ptu = 700 kW

    1 unit, further developmentof

    HYDROMATRIX

    Contractaward: 2002

    Commissioning: 2003

    StrafloMatrixTM Experience

    Agonitz / Austria

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    Installation of the firstpermanent StrafloMatrix unit in March 2004

    StrafloMatrixTM Experience

    Agonitz / Austria

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    Client: AHP / EVN / Wienstrom

    D = 1,320 mm

    n = 336.7 rpm

    H = 5.86 m

    Ptu = 545 kW

    12 single units

    Ptotal = 4.5 MW

    Contractaward: 2004

    Commissioning: 2005

    HYDROMATRIX Experience

    NUSSDORF / Austria

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    Construction Phase

    HYDROMATRIX Experience

    NUSSDORF / Austria

    HYDROMATRIX E i

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    Client: AHP / EVN / Wienstrom

    After commissioning in J une 2005

    HYDROMATRIX Experience

    NUSSDORF / Austria

    CHIEVO DAM It l

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    CHIEVO DAM - Italy

    Project Location

    CHIEVO DAM It l

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    Use minimumriver discharge for

    hydropower generation at existing

    lock & dam

    Maintain flood discharge capability

    through lock

    Use existing lock structure withoutmajor modifications

    Preserve architectural appearance

    of historic environment

    Establish possibilities for fish

    migration

    CHIEVO DAM - Italy

    Design Challenges

    CHIEVO DAM Italy

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    CHIEVO DAM - Italy

    Plant Layout

    StrafloMatrixTM Experience

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    Client: Consorzio Canale Ind. le

    G.Camuzzoni

    D = 1,320 mm

    n = 250 rpm

    H = 3.8 m

    Ptu

    = 270 kW

    5 units in 1 module

    Ptotal = 1.35 MW

    Annual Energy: 12 GWh

    Project Start: 2007

    Commissioning: 2009

    Prior to StrafloMatrixplant construction

    DuringStrafloMatrixplant construction

    StrafloMatrixTM Experience

    CHIEVO DAM / Italy

    CHIEVO DAM

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    Client: Consorzio Canale Ind. le

    G.Camuzzoni

    Consultant: Studio Frosio

    H = 3.8 m

    Ptu = 270 kW

    5 StrafloMatrix units in

    1 module

    Ptotal = 1.35 MW

    Annual Energy: 12 GWh

    Project Start: 2007

    Commissioning: 2009

    CHIEVO DAM

    Project Data

    StrafloMatrixTM Experience

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    StrafloMatrixTM Experience

    CHIEVO DAM / Italy

    The Winner of Austrian State Award

    for Environmental and Energy

    Technology 2010

    LOWER ST ANTHONY FALLS - USA

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    (3)

    LOWER ST ANTHONY FALLS - USA

    Project Location

    LOWER ST ANTHONY FALLS - USA

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    Use existing lock structure withoutmajor

    modifications (no excavation)

    Maintain flooddischarge capability

    through lock

    Model test at TU VIE

    Fulfill grid interconnection requirements

    No adverse effects on barge and rec.

    boat traffic

    Preserve architectural appearance of

    existing lock

    LOWER ST ANTHONY FALLS - USA

    Design Challenges

    LOWER ST ANTHONY FALLS - USA

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    Technical Data:

    16 TG-units (2 rows of 8)

    H GR max = 7.6 m

    P Gen = 625 kW

    Max. Plant Capacity: 10 MW

    Annual Energy: 62 GWh

    Project Start: 2007

    Commissioning: 2011

    LOWER ST ANTHONY FALLS USA

    StrafloMatrixTM Plant in Auxiliary Shiplock

    HYDROMATRIX Experience

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    Client: Energji Ashta

    2 HYDROMATRIXplants

    45 Modules (1 row) per plant

    1 TG-Unit per Module

    Ptotal = 24 + 45 MW

    Annual Energy: 242 GWh

    Project Start: Dec. 2008

    Commissioning: 2012

    HYDROMATRIX Experience

    ASHTA 1 & 2 / Albania

    HYDROMATRIX Experience

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    Plant Layout

    2 Plants, 45 TG-Units each

    6 km newly constructed discharge canal between Ashta 1 & 2

    Turn-key supply of E & M Equipment

    HYDROMATRIX Experience

    ASHTA 1 & 2 / Albania

    HYDROMATRIX Experience

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    TECHNICAL DATA: Ashta 1

    OUTPUT: 45 x 534 kW = 24.03 MW / 24.64 MVA

    HEAD: 4.98 m

    SPEED: 300.0 rpm

    RUNNER DIAMETER: 1,320 mm

    RATED VOLTAGE: 3,300 V

    TECHNICAL DATA: Ashta 2NUMBER OF TG-UNITS: 45

    OUTPUT: 45 x 1,003 kW = 45.14 MW / 46.29 MVA

    HEAD: 7.53 m

    SPEED: 375.0 rpm

    RUNNER DIAMETER: 1,320 mm

    RATED VOLTAGE: 3,300 V

    Sectional View Ashta 1

    O pe e ce

    ASHTA 1 & 2 / Albania

    HYDROMATRIX

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    ASHTA 1 & 2 / Albania

    HYDROMATRIX

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    For more information about HYDROMATRIX please contact:

    Alexander BIHLMAYER

    HYDROMATRIX Product Management

    ANDRITZ HYDRO GmbHA - 4031 Linz, Austria

    Lunzerstrasse 78

    Phone: +43 (732) 6986 74261Fax: +43 (732) 6980 2554

    E-mail: [email protected]

    Web: http://www.andritz.com

    Contact Worldwide