Analysis of the Blockage Effect on a Cavitation Tunnel Using CFD Tools

Author(s):  
Eduardo Tadashi Katsuno ◽  
Joao Lucas Dozzi Dantas

This paper aims to analyze the tests of blockage effect on Cavitation Tunnel propellers from Institute for Technological Research, IPT, using Siemens commercial CFD (Computational Fluid Dynamics) software STAR-CCM+. The tests presented a relation between the propeller load, the tunnels geometry, the cavitation pattern and the blockage effect. This investigation is conducted in three parts. Firstly, a numerical model without the influence of the walls is conducted to investigate several numerical parameters, such as mesh and turbulence model. In the second part, the numerical model is expanded to include different cases of blockage ratio and advance ratio. A steady-state simulation is conducted, without cavitation model. The results are corrected with potential analysis of blockage correction, showing that this correction is satisfactory. In the last part, blockage simulations with cavitation model are conducted and blockage correction with cavitation is verified, resulting, again, in satisfactory results. However, it can be noted that there is a high influence of blockage ratio in the cavitation area, not contemplated in the classical blockage correction.

Water ◽  
2021 ◽  
Vol 13 (23) ◽  
pp. 3388
Author(s):  
Xianrui Shi ◽  
Jia Dong ◽  
Genhua Yan ◽  
Chunyue Zhu

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.


2016 ◽  
Vol 789 ◽  
pp. 259-284 ◽  
Author(s):  
Ashish Karn ◽  
Roger E. A. Arndt ◽  
Jiarong Hong

Substantial discrepancy in the conditions for attainment of different closure modes of a ventilated supercavity has existed widely in the published literature. In this study, supercavity closure is investigated with an objective to understand the physical mechanisms determining closure formation and transition between different closure modes and to reconcile the observations from prior studies under various flow settings. The experiments are conducted in a closed-wall recirculating water tunnel to image ventilated supercavity closure using high speed and high-resolution photography and simultaneously measure pressure inside the cavity. The flow conditions are varied systematically to cover a broad range of water velocity, ventilation flow rate and cavitator size, which correspond to different Froude numbers, air entrainment coefficients and blockage ratios, respectively. In addition to the classical closure modes reported in the literature (e.g. re-entrant jet, twin vortex, quad vortex, etc.), the study has revealed a number of new closure modes that occur during the transition between classical modes, or under very specific flow conditions. Closure maps are constructed to depict the flow regimes, i.e. the range of Froude number and air entrainment coefficient, for various closure modes at different blockage ratios. From the closure map at each blockage ratio, a critical ventilation flow rate, below which the supercavity collapses into foamy cavity upon reduction of Froude number, is identified. The air entrainment coefficients corresponding to such critical ventilation rate are found to be independent of blockage ratio. It has been observed that in the process of generating a supercavity by increasing ventilation flow rate, the cavitation number gradually reduces to a minimum value and stays fixed upon further increments in the ventilation rate. Once a supercavity is formed, the ventilation rate can be decreased to a much lower value with no change in cavitation number while still maintaining a supercavity. This process is accompanied by a change in closure modes, which generally goes from twin vortex, to quad vortex, and then to re-entrant jet. In addition, the blockage effect is shown to play an important role in promoting the occurrence of twin-vortex closure modes. Subsequently, a physical framework governing the variation of different closure modes is proposed, and is used to explain mode transition upon the change of flow conditions, including the blockage effect. This framework is further extended to shed light on the occurrence of closure modes for ventilated supercavitation experiments across different types of flow facilities, the natural supercavity closure and the pulsating supercavity reported in the literature. Finally, in combination with a recent numerical study, our research discusses the role of the internal flow physics on the observed features during supercavity formation and closure-mode transition, paving the way for future investigations in this direction.


2017 ◽  
Author(s):  
Eduardo Tadashi Katsuno ◽  
Felipe Santos de Castro ◽  
João Lucas Dozzi Dantas

This paper aims to develop and validate a numerical methodology based in a commercial CFD code, Siemens’ Star-CCM+, to model a 1:10 scaled and truncated experiments of a log boom line in the IPT’s (Institute for Technological Research, located in Sao Paulo, Brazil) Towing Tank. Log booms are debris containment structures developed to contain logs, present in hydropower plant. The towing tank tests are conducted for some types of log boom line geometry, varying the number of log boom modules, velocity, and the catenary curvature formed by the log boom line. The methodology is divided in some steps. Fist, the full-scale model is simulated, allowing two degrees of freedom using an overset mesh and Volume of Fluid to represent the interaction between water and air. A catenary model is used to estimate the curve formed by several log booms. Then, the simulations with the same characteristics as the tow tank are done and the methodology proposed, validated. By comparing the results it is expected to validate the numerical model, increasing reliability and accuracy for more complex simulations that can hardly be tested experimentally.


1981 ◽  
Vol 103 (3) ◽  
pp. 461-465 ◽  
Author(s):  
H. B. Awbi ◽  
S. H. Tan

The wind-tunnel wall interference effect on the drag and base pressure coefficients is investigated experimentally in the range of Reynolds-number independence. The drag results of Achenbach for large blockage ratios are also included, thus covering a range of blockage ratio between 6.3 to 83.9 percent. The measured drag is corrected using blockage correction formulas for three-dimensional flow obtained by the method of images and the analytical equation of Maskell. The results given by Maskell’s method are found to be under-corrected by up to 20 percent and the method of images is totally inadequate. Replacing the blockage factor, ε, in Maskell’s equation by an empirically determined value improved the corrections considerably.


2010 ◽  
Vol 13 (3) ◽  
pp. 78-87
Author(s):  
Hoai Cong Huynh

The numerical model is developed consisting of a 1D flow model and the morphological model to simulate the erosion due to the water overtopping. The step method is applied to solve the water surface on the slope and the finite difference method of the modified Lax Scheme is applied for bed change equation. The Meyer-Peter and Muller formulae is used to determine the bed load transport rate. The model is calibrated and verified based on the data in experiment. It is found that the computed results and experiment data are good agreement.


2015 ◽  
Vol 35 ◽  
pp. 268-271
Author(s):  
Michele Saroli ◽  
Michele Lancia ◽  
Marco Petitta ◽  
Gabriele Scarascia Mugnozza

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