633 research outputs found
OPTIMIZATION OF SHAPE AND CONTROL OF LINEAR AND NONLINEAR WAVE ENERGY CONVERTERS
In this dissertation, we address the optimal control and shape optimization of Wave Energy Converters. The wave energy converters considered in this study are the single-body heaving wave energy converters, and the two-body heaving wave energy converters. Different types of wave energy converters are modeled mathematically, and different optimal controls are developed for them. The concept of shape optimization is introduced in this dissertation; the goal is to leverage nonlinear hydrodynamic forces which are dependent on the buoy shape. In this dissertation, shape optimization is carried out and its impact on energy extraction is investigated. In all the studies conducted in this dissertation the objective is set to maximize the harvested energy, in various wave climates. The development of a multi-resonant feedback controller is first introduced which targets both amplitude and phase through feedback that is constructed from individual frequency components that comes from the spectral of the measurements signal. Each individual frequency uses a Proportional-Derivative control to provide both optimal resistive and reactive elements.
Two-body heaving pointer absorbers are also investigated. Power conversion is from the relative have oscillation between the two bodies. The oscillation is controlled on a wave-by-wave basis using near-optimal feed-forward control. Chapter 4 presents the dynamic formulation used to evaluate the near-optimal, wave-by-wave control forces
in the time domain. Also examined are the reaction-frame geometries for their impact on overall power capture through favorable hydrodynamic inter-actions. Performance is evaluated in a range of wave conditions sampled over a year at a chosen site of deployment. It is found that control may be able to provide the required amounts of power to sustain instrument operation at the chosen site, but also that energy storage options be worth pursuing.
Chapter 5 presents an optimization approach to design axisymmetric wave energy converters (WECs) based on a non-linear hydrodynamic model. The time domain nonlinear Froude-Krylov force can be computed for a complex buoy shape, by adopting analytical formulas of its basic shape components. The time domain Forude-Krylov force is decomposed into its dynamic and static components, and then contribute to the calculation of the excitation force and the hydro-static force. A non-linear control is assumed in the form of the combination of linear and non-linear damping terms. A variable size genetic algorithm (GA) optimization tool is developed to search for the optimal buoy shape along with the optimal control coefficients simultaneously. Chromosome of the GA tool is designed to improve computational efficiency and to leverage variable size genes to search for the optimal non-linear buoy shape. Different criteria of wave energy conversion can be implemented by the variable size GA tool. Simulation results presented in this thesis show that it is possible to find non-linear buoy shapes and non-linear controllers that take advantage of non-linear hydrodynamics to improve energy harvesting efficiency with out adding reactive terms to the system
Bending moment and efficient fatigue assessment in a Subsea Shuttle Tanker under the effect of waves
The subsea shuttle tanker (SST) is the next-generation autonomous submarine designed to transport liquid CO2 from land/offshore facilities to the smaller fields for injection. Unlike normal shuttle tankers, which are highly weather dependent, the SST can carry out freight operations in all weather conditions because it travels underwater between 40 m and 70 m water depth.
The first part of the thesis proposes a fast, efficient and reliable multi-body approach to determine the bending moment response of the SST hull at 40 m and 70 m water depth. The chosen approach is based on the discrete-module-beam bending-based hydroelasticity principle. The flexible hull of the vessel is divided into several multi-body rigid modules. All the hydrodynamic and hydrostatic forces are applied to the center of gravity of each rigid module. The parametric models, like the state-space model system, are used to compute the free-surface memory effect more effectively. The multi-body equation of motion is solved to determines the bending moment response of an interconnected multi-body rigid module. The numerical model is prepared using Matlab Simulink to study the dynamics of the vessel. A convergence study is conducted to select the optimal number of bodies needed to perform this study. The result shows that the lower number of bodies (i.e., three and five bodies) does not have enough points to capture all the wave encounter frequencies, thus underestimating the bending moment. Therefore, seven-body SST is used to carry out a further assessment. The bending moment standard deviation is reduced by approximately 50 % when SST travels at 70 m water depth instead of 40 m.
The second part of the thesis presents the fatigue assessment of the SST hull, considering the stiffeners' local details. Two FE models (2D axisymmetric and 3D shell element models) representing the local detail of the flooded-mid body of the SST are prepared to determine the stress concentration factor (SCF). The resultant SCF can be given using the superposition concept by taking the product of the SCF for the individual models. The Rainflow counting method and Palmgren-Miner rule are used to calculate the accumulated fatigue damage and fatigue life. The numerical results show that the impact of long waves has contributed to the most damage to the vessel. The minimum fatigue life at the flooded-mid section is 13 and 19 years for the 40 m and 70 m water depths, respectively. The results also shows that fatigue life due to the change in hydrostatic pressure during dive-in and dive-out is five years
Nonlinear hydrodynamic modelling of wave energy converters under controlled conditions
One of the major challenges facing modern industrialized countries is the provision of energy:
traditional sources, mainly based on fossil fuels, are not only growing scarcer and
more expensive, but are also irremediably damaging the environment. Renewable and
sustainable energy sources are attractive alternatives that can substantially diversify the
energy mix, cut down pollution, and reduce the human footprint on the environment.
Ocean energy, including energy generated from the motion of wave, is a tremendous untapped
energy resource that could make a decisive contribution to the future supply of
clean energy. However, numerous obstacles must be overcome for ocean energy to reach
economic viability and compete with other energy sources. Energy can be generated from
ocean waves by wave energy converters (WECs). The amount of energy extracted from
ocean waves, and therefore the profitability of the extraction, can be increased by optimizing
the geometry and the control strategy of the wave energy converter, both of which
require mathematical hydrodynamic models that are able to correctly describe the WEC-
uid interaction. On the one hand, the accuracy and representativeness of such models
have a major in
uence on the effectiveness of the WEC design. On the other hand, the
computational time required by a model limits its applicability, since many iterations or
real-time calculations may be required. Critically, computational time and accuracy are
often mutually contrasting features of a mathematical model, so an appropriate compromise
should be defined in accordance with the purpose of the model, the device type, and
the operational conditions. Linear models, often chosen due to their computational convenience,
are likely to be imprecise when a control strategy is implemented in a WEC: under
controlled conditions, the motion of the device is exaggerated in order to maximize power
absorption, which invalidates the assumption of linearity. The inclusion of nonlinearities
in a model is likely to improve the model's accuracy, but increases the computational
burden. Therefore, the objective is to define a parsimonious model, in which only relevant
nonlinearities are modelled in order to obtain an appropriate compromise between accuracy
and computational time. In addition to presenting a wider discussion of nonlinear
hydrodynamic modelling for WECs, this thesis contributes the development of a computationally
efficient nonlinear hydrodynamic model for axisymmetric WEC devices, from
one to six degrees of freedom, based on a novel approach to the nonlinear computation of
static and dynamic Froude-Krylov forces
Geometric optimisation of wave energy conversion devices: A survey
Unlike more established renewable energy conversion technologies, such as wind turbines, wave power systems
have reached neither commercial maturity, nor technological convergence. The significant variation in device
geometries and operating principles has resulted in a diversification of effort, with little coordination or true
comparative analysis. The situation is compounded by the relative lack of systematic optimisation applied to
the sector, partly explained by the complexity and uncertainty associated with wave energy system models, as
well as difficulties in the evaluation of appropriate target function metrics. This review provides a critical
overview of the state-of-the-art in wave energy device geometry optimisation, comparing and contrasting
various optimisation approaches, and attempting to detail the current limitations preventing further progress,
and convergence, in the development of optimal wave energy technology
Detecting parametric resonance in a floating oscillating water column device for wave energy conversion: Numerical simulations and validation with physical model tests
The wave energy sector has faced enormous technological improvements over the last five decades, however, due to the complexity of the hydrodynamic processes, current numerical models still have limitations in predicting relevant phenomena. In particular, floating spar-type wave energy converters are prone to large undesirable roll and pitch amplitudes caused by a dynamic instability induced by parametric resonance. Detecting this phenomenon accurately is essential as it impacts drastically on power extraction, structural loads and mooring forces. This paper presents the validation of results from a numerical model, capable of detecting parametric resonance, using experimental data. Experiments were carried out for a scaled model of the Spar-buoy OWC (Oscillating Water Column) device at a large ocean basin. The buoy uses a slack-mooring system attached to the basin floor. The scaled turbine damping effect is simulated by a calibrated orifice plate. Two different buoy draft configurations are considered to analyse the effect of different mass distributions. The numerical model considers the nonlinear Froude-Krylov forces, which allows it to capture complex hydrodynamic phenomena associated with the six-degree-of-freedom motion of the buoy. The mooring system is simulated through a quasi-static inelastic line model. Real fluid effects are accounted for through drag forces based on the Morison’s equation and determined from experimental data. The comparison of results from regular-wave tests shows good agreement, including when parametric resonance is detected. Numerical results show that parametric resonance can produce a negative impact on power extraction efficiency up to 53%
A Novel Hybrid Algorithm for Optimized Solutions in Ocean Renewable Energy Industry: Enhancing Power Take-Off Parameters and Site Selection Procedure of Wave Energy Converters
Ocean renewable energy, particularly wave energy, has emerged as a pivotal
component for diversifying the global energy portfolio, reducing dependence on
fossil fuels, and mitigating climate change impacts. This study delves into the
optimization of power take-off (PTO) parameters and the site selection process
for an offshore oscillating surge wave energy converter (OSWEC). However, the
intrinsic dynamics of these interactions, coupled with the multi-modal nature
of the optimization landscape, make this a daunting challenge. Addressing this,
we introduce the novel Hill Climb - Explorative Gray Wolf Optimizer (HC-EGWO).
This new methodology blends a local search method with a global optimizer,
incorporating dynamic control over exploration and exploitation rates. This
balance paves the way for an enhanced exploration of the solution space,
ensuring the identification of superior-quality solutions. Further anchoring
our approach, a feasibility landscape analysis based on linear water wave
theory assumptions and the flap's maximum angular motion is conducted. This
ensures the optimized OSWEC consistently operates within safety and efficiency
parameters. Our findings hold significant promise for the development of more
streamlined OSWEC power take-off systems. They provide insights for selecting
the prime offshore site, optimizing power output, and bolstering the overall
adoption of ocean renewable energy sources. Impressively, by employing the
HC-EGWO method, we achieved an upswing of up to 3.31% in power output compared
to other methods. This substantial increment underscores the efficacy of our
proposed optimization approach. Conclusively, the outcomes offer invaluable
knowledge for deploying OSWECs in the South Caspian Sea, where unique
environmental conditions intersect with considerable energy potential.Comment: 35 pages, 22 Figures, 7 Table
Impact of nonlinear hydrodynamic modelling on geometric optimisation of a spherical heaving point absorber
Due to the amount of iterative computation
involved, researchers involved in geometric optimisation of
wave energy devices typically employ linear hydrodynamic
models. However, the exaggerated motion of wave energy
devices, aided by energy maximising control action, challenges the assumptions upon which linear hydrodynamic
modelling relies. Furthermore, the optimal device geometry
is also sensitive to the nature of the energy-maximisation
controller employed, and to the set of wave conditions over
which the optimisation is carried out.
In order to focus on the essential issues, this study takes
the simplest possible device for optimisation, a heaving
sphere (with just one free parameter), but one which
exhibits nonlinear hydrodynamic characteristics, due to the
non-uniform cross-sectional area. The study examines the
sensitivity to the inclusion of nonlinear Froude-Krylov
forces. In addition, the sensitivity of the optimal device
size to differences in the applied control algorithm is also
studied, as are effects due to different representative sea
state representations and performance evaluation criteria
Mapping flagellated swimmers to surface-slip driven swimmers.
Flagellated microswimmers are ubiquitous in natural habitats. Understanding the hydrodynamic behavior of these cells is of paramount interest, owing to their applications in
bio-medical engineering and disease spreading. Since the last two decades, computational
efforts have been continuously improved to accurately capture the complex hydrodynamic
behavior of these model systems. However, modeling the dynamics of such swimmers with
fine details is computationally expensive due to the large number of unknowns and the small
time-steps required to solve the equations. In this work we propose a method to map fully
resolved flagellated microswimmers to coarse, active slip driven swimmers which can be simulated at a reduced computational cost. Using the new method, the slip driven swimmers
move with the same velocity, to machine precision, as the flagellated swimmers and generate a similar flow field with a controlled accuracy. The method is validated for swimming
patterns near a no-slip boundary, interactions between swimmers and scattering with large
obstacles
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