RooftopMounted Wind Turbine Team - PowerPoint PPT Presentation

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RooftopMounted Wind Turbine Team

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Sound (Noise) Pressure Level 15 dB (at 5ft) Common to Both ... Hawt. B) JFK - highest wind speeds in this area. C) Cross bridge foundation in the shape of X ... – PowerPoint PPT presentation

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Title: RooftopMounted Wind Turbine Team


1
Rooftop-Mounted Wind Turbine Team
  • Team Members
  • Rachel Harris Primary Facilitator
  • Jared Lippell Secondary Facilitator Conflict
    Manager
  • Palak Patel Process Observer
  • Jenny Yu Time Keeper
  • Client
  • Upmanu Lall Professor EEE
  • Advisor
  • Eton Kwok
  • Date
  • July 26,2007

2
GANTT CHART
3
In this presentation
  • Site
  • Design Solutions
  • Alternatives
  • Budget
  • Calculations
  • Materials
  • Next Steps

4
Site visit
SITE VISIT MUDD ROOF
5
HAWTVSVAWT
Source Columbia Senior Design Project
6
Final Design Proposal
  • Delta I
  • Power 2 kW
  • MSRP3,995.00
  • Sound (Noise) Pressure Level 4.5 dB (at 5ft)
  • Delta II
  • Rated power 10 kW
  • MSRP 19,995
  • Sound (Noise) Pressure Level 15 dB (at 5ft)
  • Common to Both
  • Self start in low winds
  • VAWT
  • Completely silent
  • Completely stable
  • Useable power in 3 mph winds
  • Safe in winds up to 100 mph
  • Bird friendly
  • Environmentally friendly
  • Maintenance Free
  • Operates in all weather conditions
  • Start up 3 mph
  • Cut in speed 8 mph

PACWIND
7
Materials Budget
  • OPTION 1
  • Design Technology Pacwind Delta II 19,995
  • Installation 15, 000
  • Support Single Base Support with strut 60
  • OPTION 2
  • Design Technology Pacwind Delta I 3,995 ea.
    (5)
  • Installation 10, 000- 12, 000
  • Support
  • Double Base Support with roller hanger (3)
    484

Option 1 2 NEEDS Inverter 800-1000 2 kW
Dump Load 112.50 Charge Controller
235 Battery Bank 7000 WANTS Lightning Rod
200 TOTAL 39, 000 - 44, 000
8
OVERALL..using local windspeeds
  • Using Central Park wind data
  • Payback Period 250 years
  • Total cost 39k-44k
  • Output 761 kwH per year produced
  • EQUALS 76 saved per year

9
Alternative Solutions
  • A)
  • Hawt
  • B)
  • JFK - highest wind speeds in this area
  • C)
  • Cross bridge foundation in the shape of X
  • Changed by only max factor of 3
  • Tower

10
Transition Plans
  • Build a model
  • Accurate Wind Measurements- Anemometer
  • Look into alternative solutions
  • Not recommended in the intended location

11
ACKNOWLEDGMENTS
  • Jack McGourty, Dean of Engineering
  • Dave Vallancourt, Professor EE
  • Dana Vlcek, Director of Corporate and Community
    Relations
  • Jose Sanchez, Lecturer in Computer Graphics and
    Animation
  • Professor Upmanu Lall, EEE
  • Professor Vijay Modi
  • Eton Kwok
  • Connie Ohi
  • Pamela Bays

THE END
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