MS Thesis R. Hager - Hawaii National Marine Renewable Energy ...
MS Thesis R. Hager - Hawaii National Marine Renewable Energy ... MS Thesis R. Hager - Hawaii National Marine Renewable Energy ...
Figure 3. 2 Individual waves travel at a phase velocity, as wave groups travel at group velocity (Newman, 1977)The wave slope and wave dispersion dictate the applicability of linear wave theory. The waveslope is the wave height to wavelength ratio; it is assumed to be extremely small in linearwave theory. Linear wave theory is typically only applicable in deep and intermediate waterdepths, where deep water is defined asdepthwavelength 0.5, and intermediate water bydepth0.05 0.5wavelength. The limitation of linear wave theory with respect to the wave slope andwave dispersion is presented in Figure 3.3.This thesis terms the ratio of the characteristic body length to the wavelength as thediffraction parameter. Diffraction theory is applicable when the structure length spans asignificant portion of the wavelength, and thus incoming waves undergo scattering. The goalof this study is to detect geometric effect on wave power absorption, and thus diffractiontheory is applied.42
- Page 1 and 2: Geometric Effects on Maximum Power
- Page 3 and 4: ABSTRACTNumerical simulations are c
- Page 5 and 6: 3.7 Absorbed Wave Power ...........
- Page 7 and 8: LIST OF FIGURESFigurePageFigure 1.1
- Page 9 and 10: NOMENCLATUREA=incident wave amplitu
- Page 11 and 12: 1.2 Advantages of Wave EnergyAdvant
- Page 13 and 14: for various projects. Included in t
- Page 15 and 16: pollution would occur from hydrauli
- Page 17 and 18: Figure 1. 7 Average Annual Wave Pow
- Page 19 and 20: Backer (2009) numerically and exper
- Page 21 and 22: CHAPTER 2. WAVE ENERGY CONVERSION D
- Page 23 and 24: 2.3 OrientationOrientation is defin
- Page 25 and 26: Figure 2.4 Oscillating Water Column
- Page 27 and 28: 2.5 Reference PointMeans of reactio
- Page 29 and 30: Linear GeneratorTurbineRotary Gener
- Page 31 and 32: Table 2. 1 WEC ClassificationsDevic
- Page 33 and 34: 33P.T.O.MooringReferencePointOperat
- Page 35 and 36: CHAPTER 3. THEORY AND GOVERNING EQU
- 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: I iAg e ekz i( kx t)(30)cosh( k(z
- Page 45 and 46: esults from the increase in pressur
- Page 47 and 48: Thus, Eq.(49) may be written as:FR
- Page 49 and 50: XiAgCgi 2 (58)3.4 Equations of Moti
- Page 51 and 52: gKE 22A k2022de kz dzH 2 gKE (65)1
- Page 53 and 54: (1P X F r) U o2As previously def
- Page 55 and 56: CHAPTER 4. NUMERICAL SIMULATIONSThe
- Page 57 and 58: Figure 4. 2 Modifying Analysis Syst
- Page 59 and 60: Figure 4. 4 Design Modular4. Select
- Page 61 and 62: Figure 4. 6 Drawing Curved ObjectsF
- Page 63 and 64: 19. Select the Generate icon.Figure
- Page 65 and 66: 4.2.2. Mesh Cell1. Double-click the
- Page 67 and 68: Note the input for moment of inerti
- Page 69 and 70: Figure 4. 18 Details of the Analysi
- Page 71 and 72: 4.2.4 Solution Cell1. Right-mouse c
- Page 73 and 74: multiply the results by particular
- Page 75 and 76: from Maruo (1960), numerical result
- Page 77 and 78: the percentage difference between t
- Page 79 and 80: 0.006Normalized Heave Force Amplitu
- Page 81 and 82: BodyNo.Bodyλ atT=2.1λ atT=1.0λ a
- Page 83 and 84: CHAPTER 5. PROPOSED EXPERIMENTAL SE
- Page 85 and 86: Note the diffraction parameter and
- Page 87 and 88: Figure 5. 5 Body Set-upFigure 5. 6
- Page 89 and 90: 5.4.1 Signal Conditioner and Load C
- Page 91 and 92: The DMD-465WB signal conditioner of
Figure 3. 2 Individual waves travel at a phase velocity, as wave groups travel at group velocity (Newman, 1977)The wave slope and wave dispersion dictate the applicability of linear wave theory. The waveslope is the wave height to wavelength ratio; it is assumed to be extremely small in linearwave theory. Linear wave theory is typically only applicable in deep and intermediate waterdepths, where deep water is defined asdepthwavelength 0.5, and intermediate water bydepth0.05 0.5wavelength. The limitation of linear wave theory with respect to the wave slope andwave dispersion is presented in Figure 3.3.This thesis terms the ratio of the characteristic body length to the wavelength as thediffraction parameter. Diffraction theory is applicable when the structure length spans asignificant portion of the wavelength, and thus incoming waves undergo scattering. The goalof this study is to detect geometric effect on wave power absorption, and thus diffractiontheory is applied.42