Abstract

With the depletion of fossil energy sources, clean energy has become a growing concern for scholars. Vortex-Induced Vibration Aquatic Clean Energy (VIVACE), a device that uses water flow energy to generate electricity, has attracted much attention for its broad applicability and other advantages. Particle Image Velocimetry (PIV) experiments were conducted to improve the efficiency of the VIVACE device in low-velocity areas. The present study investigated the effects of the Blockage ratio (Br), Reynolds number (Re = ρU0D/μ), and Aspect ratio (Ar = B/D, width-to-height) of rectangular cylinders on flow characteristics. The influence of the Ar, Br, and Re on the flow field structure was systematically analyzed in terms of the time-averaged flow field, Reynolds shear stress, space–time correlation, vorticity field, and water pressure characteristics. The vorticity field was deconstructed by Proper Orthogonal Decomposition (POD). The results show that the first two orders of POD modal energy accounted for 75% of the total energy, indicating that the first two modes can be used to identify the large-scale vortex structure. The main water pressure frequency and vortex shedding frequency (f) had a high degree of consistency. Thus, vortex shedding was the main cause of wall water pressure fluctuations. Given the blockage effect, the shear layer’s development spanwise was restricted. Moreover, the blockage effect increased the local flow velocity and accelerated the vortex shedding. The dimensionless time-averaged flow velocity U/U0 increased to 1.5, and the frequency of vortex shedding increased by approximately 25% when the Br increased from 0.067 to 0.25. The frequency increased by 25% when the Ar decreased from 0.5 to 0.2. The experimental results also provide a new idea for optimizing the VIVACE device.

Highlights

  • fluid-induced vibration (FIV) can be utilized for power generation, as in the Vortex-Induced Vibration Aquatic Clean Energy (VIVACE) device invented by Bernitsas and patented through the University of Michigan [7]

  • This study systematically examined the flow around a rectangular cylinder by testing in an open channel a sink with a blockage effect

  • The flow field data presented in this article were collected by using a Particle Image Velocimetry (PIV) system and a water pressure sensor and were analyzed by using Proper Orthogonal Decomposition (POD) analysis and the wavelet noise reduction method

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Summary

Introduction

Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations. The previous literature confirms the importance of the VIVACE device in energy harnessing, the applicable flow rates are 0.40 m/s or even 1.0 m/s because the low velocity makes exciting structural vortex-induced vibrations difficult, which leads to a reduction in energy acquisition efficiency. Br or decreasing the Ar of the rectangular cylinder when the flow velocity is certain In this vein, this study presents a VIVACE device with a rectangular cylinder vibrator positioned in a confined channel to increase the VIVACE device’s power generation efficiency in the low-velocity region (Figure 1). Final objective focused on the studying thecharacteristics dynamic characteristics of the vorflow around flow the rectangular by analyzing theanalyzing vortex shedding frequency, tex-induced around thecylinder rectangular cylinder by the vortex sheddingtimefreaveraged flow field, Reynolds shearReynolds stress, space–time correlation, PODcorrelation, mode, and POD wall quency, time-averaged flow field, shear stress, space–time water andtime-domain frequency-domain characteristics. Final objective focused on the studying thecharacteristics dynamic characteristics of the vorflow around flow the rectangular by analyzing theanalyzing vortex shedding frequency, tex-induced around thecylinder rectangular cylinder by the vortex sheddingtimefreaveraged flow field, Reynolds shearReynolds stress, space–time correlation, PODcorrelation, mode, and POD wall quency, time-averaged flow field, shear stress, space–time water andtime-domain frequency-domain characteristics. characteristics

Experimental
Schematic setup:
Signal Pre-Processing
PIV Image Pre-Processing
Non-Dimensional
Reynolds Shear Stress Distribution
Space–Time Correlation Analysis
Proper
Pressure Fluctuation Characteristics
Conclusions
Full Text
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