Wave Carpet Controls Design Optimization
To assess CalWave's submerged Wave Carpet Technology for system performance advancement,
CalWave seeks to test advanced controls methodologies on a simplified wave carpet model, which
potentially can be used in further research to leverage the design to a full wave carpet assessment using
the discrete element method. Thus, the foremost flexible structure of the Wave Carpet design is split into
articulated multiple discrete, solid pieces and moreover, a single piece connected to a 1DOF (Heave) only
PTO is being subject to performance advancing control assessment.
This report details the results of simulation studies carried out on two simplified models of the wave
carpet using discrete element method. First, we consider the case of a single plate absorber and extend
this example to a two-plate absorber configuration. Performance benchmarking results are presented for a
deep-water DOE reference site.
Citation Formats
Re Vision Consulting. (2020). Wave Carpet Controls Design Optimization [data set]. Retrieved from https://mhkdr.openei.org/submissions/330.
Previsic, Mirko, Karthikeyan, Anantha. Wave Carpet Controls Design Optimization. United States: N.p., 26 Aug, 2020. Web. https://mhkdr.openei.org/submissions/330.
Previsic, Mirko, Karthikeyan, Anantha. Wave Carpet Controls Design Optimization. United States. https://mhkdr.openei.org/submissions/330
Previsic, Mirko, Karthikeyan, Anantha. 2020. "Wave Carpet Controls Design Optimization". United States. https://mhkdr.openei.org/submissions/330.
@div{oedi_330, title = {Wave Carpet Controls Design Optimization}, author = {Previsic, Mirko, Karthikeyan, Anantha.}, abstractNote = {To assess CalWave's submerged Wave Carpet Technology for system performance advancement,
CalWave seeks to test advanced controls methodologies on a simplified wave carpet model, which
potentially can be used in further research to leverage the design to a full wave carpet assessment using
the discrete element method. Thus, the foremost flexible structure of the Wave Carpet design is split into
articulated multiple discrete, solid pieces and moreover, a single piece connected to a 1DOF (Heave) only
PTO is being subject to performance advancing control assessment.
This report details the results of simulation studies carried out on two simplified models of the wave
carpet using discrete element method. First, we consider the case of a single plate absorber and extend
this example to a two-plate absorber configuration. Performance benchmarking results are presented for a
deep-water DOE reference site.}, doi = {}, url = {https://mhkdr.openei.org/submissions/330}, journal = {}, number = , volume = , place = {United States}, year = {2020}, month = {08}}
Details
Data from Aug 26, 2020
Last updated Apr 22, 2023
Submitted Aug 26, 2020
Organization
Re Vision Consulting
Contact
Mirko Previsic
916.977.3970
Authors
Keywords
MHK, Marine, Hydrokinetic, energy, power, wave, control, MPC, model predictive control, WEC, wave carpet, controls, design, optimization, CalWave, plate absorber, mesh, WAMIT, linear damping, discrete element method, Humboldt Bay, CA, submersed, PTO, heave, deep-water reference site, radiation damping, excitation force, boundary element, code, GEOMXACT, Optimal linear damping, AEP, annual energy, average power, rated power, boundary integral equation method, BIEM, power take-offDOE Project Details
Project Name Development of Optimal Control System for Three Different WEC Devices
Project Lead Bill McShane
Project Number EE0007173