McCabeWavePumpIPS Buoypounds1 millionpounds/yr.3.5 millionpoundspounds/kWh30,000 pounds 15,000 pounds 5.3pounds/kWh46,000 pounds 21,000 pounds 7.77 GWh 2.5pounds/kWhBedard and <strong>Hager</strong>man (2004) also performed a cost assessment of WEC devices for E2-EPRI in 2004; the results are given in Table 1.2. The Carbon Trust calculated the averagecost for wave energy is 25 – 91 US cents/kWh. For comparison, the average cost for windand solar energy are 4 US cents/kWh and 19 US cents/kWh, respectively (Callaway, 2007).Improvements in structural costs, capture efficiency, turbine efficiency, and plant cost havethe most potential for cost reduction (Thorpe, 1999).Table 1.2 Device Cost (Bedard and <strong>Hager</strong>man, 2004)DeviceCostIncluded in Cost(2004 US dollar)AquaBuoy $3 million Structure, Mooring,Installation, Cable,Energetch $2.5-3 million/device StructureSeadog $3 million/system Structure, InstallationOcean Power $2-3 million/device StructureOrecon $3 million/device Structure, Installation,CableTeamwork $4-6 million/device StructureWave Dragon $10-12 million/device StructureExternal costs associated with WEC devices may include: visual impacts, higher noise levels,impacts on biotic system, and marine pollution (Cruz, 2008). Airborne noise may potentiallybe reduced using acoustic muffling techniques, and may be masked by the noise of wavesand the wind (Brooke, 2003). However, underwater noise is able to propagate far and maypotentially impact marine mammal communication; this needs to be further studied (Cruz,2008). With respect to impacts on biotic system, WEC devices may affect the turbidity,sediment deposition, and population of benthic flora and fauna (Cruz, 2008). <strong>Marine</strong>14
pollution would occur from hydraulic oil spills; fail-safe systems and the use ofbiodegradable oils would reduce this threat (Brooke, 2003).1.3.2 DurabilityStructural challenges include: extreme wave conditions, corrosion, and leakage. Extremewave conditions may cause stroke overextension or slamming (Backer, 2009). Strokeoverextension refers to exceeding the natural motion of the body. Slamming occurs whenthe body re-enters the water after losing contact with the surface, causing fatigue (Backer,2009). These extreme loads can be difficult to predict, and may be up to 100 times the meanload (Clément, 2002). Corrosion also causes fatigue, although ceramic coating offers somesolution to the problem (Drew, 2009). For example, in 2003 the Nissum Bredning had to bebrought back to shore due to a rusty screw, which could have been prevented had stainlesssteel been used (Callaway, 2007). Leakage of pumps or hydraulic fluids may also causeconcern; in 2007 the Aqua Buoy sank due to a pump failure (Callaway, 2007).1.3.3 Frequency IssuesThe frequency of waves are challenging for multiple reasons: a lack of compatibility withelectric generators, a lack of compatibility with bodies, and a narrow bandwidth (Falcão,2010). Generators typically require frequencies 500 times greater than the frequencyprovided by waves (Clément, 2002). For a single body impinged on by a harmonic wave,resonance between the body and wave is optimal. However, unless the body is large (lengthsgreater than 10m) or supplementary weight is added, wave frequencies are typically too lowto resonate with the body (Falcão, 2010). For small bodies, the resonance bandwidth is15
- Page 1 and 2: Geometric Effects on Maximum Power
- Page 3 and 4: ABSTRACTNumerical simulations are c
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- Page 7 and 8: LIST OF FIGURESFigurePageFigure 1.1
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- Page 37 and 38: F(x,z,t) z 0DFDtFt u F 0 0 (4
- Page 39 and 40: in ni(13)on S for i=1, 3in( r n)i3
- Page 41 and 42: I iAg e ekz i( kx t)(30)cosh( k(z
- Page 44 and 45: where ijkis the permutation symbol.
- Page 46 and 47: Mw k ieitS( D I) ijkrinjdS(46)3.3.3
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- Page 50 and 51: TE KE PE 20L Asin(kx) 1 2(61)dV d
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- Page 56 and 57: 4.2 AQWA Modeling ProcedureThe user
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22. Edit the details of the slice u
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Figure 4. 15 Details of the Part7.
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Figure 4. 17 Details of the Mesh4.2
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Figure 4. 21 Detials of the Wave Di
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5. Highlight Diffraction + Froude-K
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Table 4.1 Body Dimensions for Numer
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concavity from concave down to conc
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Figure 4. 29 Maximum Power Absorpti
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Table 4. 3 Numerical ResultsBodyNo.
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BodyNo.Bodyλ atT=2.1λ atT=1.0λ a
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WAVEFigure 5. 1 Body Faces Wave Mak
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The body connects to the aluminum p
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also allowed for flexibility in cre
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AB1 23 4 5 6 7CD8 9 10 11EFigure 5.
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and minimum voltage range of the DA
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Figure 5. 11 Deleting a Step from L
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Figure 5. 14 Recording Options, Sig
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Figure 5. 17 Right-mouse Click on t
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Zero-OffsetThe Zero-Offset step rem
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Figure 5. 24 Filter Step Set-up, Co
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5.6 Data ProcessingFigure 5. 26 Wav
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5.8 Experimental DiscussionAs menti
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5.8.3 Suggestions for Future Resear
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110ikxxRekddzkgkn )cosh())(cosh(,
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Proof M ij and B ij are Symmetric T
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BIBILIOGRAPHYANSYS. (n.d.). ANSYS A
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Trust, C. (2011). Capital, Operatin