2010 FAA Worldwide Airport Technology Transfer Conference
Light energy – Sunlight Thermal energy – Hot pavement – Changing temperature gradient Mechanical energy – Stress (Strain) – Vibration
2010 FAA Worldwide Airport Technology Transfer Conference Foundation Photovoltaic technology – Light energy – Solar panel The solar road in Oregon (ODOT) Conceptual model of the Solar Roadway (Solar Roadway™) Solar panel Transparent surface
2010 FAA Worldwide Airport Technology Transfer Conference Thermoelectric technology – Efficiency<1%/K Typicl temperature profile in asphalt pavement in California (UCPRC) Thermoelectric module Heat source Heat sink Δ T N P
2010 FAA Worldwide Airport Technology Transfer Conference Direct heat transfer – Japan Hokkaido University M. Hasebel (2006) – USA WPI (The Worcester Polytechnic Institute) Rajib B. Mallick (2009) Cool water Thermoelectric modules Heat collection tube Pavement Pump Cool fluid Tank Heat collection tube Pavement Solar pump Hot water Solar heating element
2010 FAA Worldwide Airport Technology Transfer Conference Direct heat transfer – Netherland Road Energy System R (2004) – Ooms Nederland Holding – WTH Vloerverwarming – and TipSpit Cold water Aquifer AC Hot water
2010 FAA Worldwide Airport Technology Transfer Conference Piezoelectric technology – Israel Innowattech (2008) Potential energy – 1 lane, 1 km, >600 v/h – Maximum 250 kW – China Tongji Univeristy – Have the concept since 2008 – Pilot project » 2010~2012 » Funded by NSFC Conceptual model of the IPEG TM system (Innowattech)
2010 FAA Worldwide Airport Technology Transfer Conference Piezoelectric effects – Stress Electric Charge Original status E E Polarizing After polarizing Absorbing free charge F F Piezoelectric effects
2010 FAA Worldwide Airport Technology Transfer Conference Piezoelectric effects – Stress Electric Charge Piezoelectric Material – PZT (one of piezoelectric ceramic) – PVDF (polyvinylidene fluoride) – MFC (macro-fiber composite) – ……
2010 FAA Worldwide Airport Technology Transfer Conference Piezoelectric transducers – Multilayer PZT – Bimorph – Cymbal – THUNDER – RAINBOW – Moonie PZT
2010 FAA Worldwide Airport Technology Transfer Conference Mechanical energy of pavement – Stress – Vibration
2010 FAA Worldwide Airport Technology Transfer Conference Stress caused – Cymbal – Design parameters PZT performance Cymbal size Cymbal fatigue Cymbal stiffness End cap performance – FEA simulation p=0.7 MPa, d c =32mm, t p =2mm Electric potential : V Electric energy: 0.02 mJ Electric power at f=50Hz: 1.0 mW Electrical potential
2010 FAA Worldwide Airport Technology Transfer Conference Initial lab test – Cymbal array d=10 mm – Maximum voltage HZ 0.7MPa LED
2010 FAA Worldwide Airport Technology Transfer Conference Vibration caused – Bimorph based cantilever – Design parameters PZT performance Vibration Frequency Cantilever Fatigue Fix end Mass Bimorph AC
2010 FAA Worldwide Airport Technology Transfer Conference Pavement vibration – Truck at 60km/h – CHA, Wenhua (2007) Initial bimorph design – Frequency=65Hz M =3 g l=50 mm B=10 mm h=0.8 mm
2010 FAA Worldwide Airport Technology Transfer Conference Piezoelectric generator – Light the lights – Cool or heat the pavement – Contribute to public using Are those only we can do?
2010 FAA Worldwide Airport Technology Transfer Conference Piezoelectric generators = Sensors – Measure traffic wander – Monitor pavement crack – Extend pavement life Cool temperature in Summer Warm temperature in Winter Low energy contribute to fatigue – Self-repairing pavement in future??
2010 FAA Worldwide Airport Technology Transfer Conference What’s the cost? What’s the efficiency? How to storage the harvested energy? How long is the life? ……
2010 FAA Worldwide Airport Technology Transfer Conference