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Geometric Effects on Maximum Power
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ABSTRACTNumerical simulations are c
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3.7 Absorbed Wave Power ...........
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LIST OF FIGURESFigurePageFigure 1.1
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NOMENCLATUREA=incident wave amplitu
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1.2 Advantages of Wave EnergyAdvant
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for various projects. Included in t
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pollution would occur from hydrauli
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Figure 1. 7 Average Annual Wave Pow
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Backer (2009) numerically and exper
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CHAPTER 2. WAVE ENERGY CONVERSION D
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2.3 OrientationOrientation is defin
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Figure 2.4 Oscillating Water Column
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2.5 Reference PointMeans of reactio
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Linear GeneratorTurbineRotary Gener
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Table 2. 1 WEC ClassificationsDevic
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33P.T.O.MooringReferencePointOperat
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CHAPTER 3. THEORY AND GOVERNING EQU
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F(x,z,t) z 0DFDtFt u F 0 0 (4
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in ni(13)on S for i=1, 3in( r n)i3
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I iAg e ekz i( kx t)(30)cosh( k(z
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where ijkis the permutation symbol.
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Mw k ieitS( D I) ijkrinjdS(46)3.3.3
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Due to Kirchhoff decomposition, rec
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TE KE PE 20L Asin(kx) 1 2(61)dV d
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P I Iw dS (70)tnSIf the column
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221 2P gA C(77)max g2 3.8 Maximum
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4.2 AQWA Modeling ProcedureThe user
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: Local data has changed, and the c
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- Page 68 and 69: Figure 4. 17 Details of the Mesh4.2
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- Page 74 and 75: Table 4.1 Body Dimensions for Numer
- Page 76 and 77: concavity from concave down to conc
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- Page 80 and 81: Table 4. 3 Numerical ResultsBodyNo.
- Page 82 and 83: BodyNo.Bodyλ atT=2.1λ atT=1.0λ a
- Page 84 and 85: WAVEFigure 5. 1 Body Faces Wave Mak
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- Page 88 and 89: also allowed for flexibility in cre
- Page 90 and 91: AB1 23 4 5 6 7CD8 9 10 11EFigure 5.
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- Page 112 and 113: Proof M ij and B ij are Symmetric T
- Page 114 and 115: BIBILIOGRAPHYANSYS. (n.d.). ANSYS A
- Page 116: Trust, C. (2011). Capital, Operatin