2025 - 2025
Felix Nieto
Antonio Jose Alvarez
Kenny C.S. Kwok
Luca Patruno
Giuseppe Piccardo
Maria Pia Repetto
+3 more
2025 - 2025
Effects of Small-Scale Turbulence on the aerodynamic and aeroelastic responses of Bluff Bodies. Exploratory study of an upstream rod as a mitigative device
ERIES-SSTURBBO
Dataset Description
This dataset presents the results of an experimental campaign carried out in the Giovanni Solari Wind Tunnel at the University of Genoa (Italy) within the ERIES-SSTURBBO project. The first phase of the campaign focused on the characterization of the wind tunnel flow under both smooth and turbulence conditions, where turbulence was generated either by a grid (large-scale turbulence) or by a rod (small-scale turbulence) positioned upstream of the model in the test chamber. The experimental specimen consists of a rectangular prism with a width-to-height ratio of 3:2. For the static configuration of the prism, force coefficients and pressure distributions were measured along 8 strips of pressure taps for different angles of attacks and turbulence intensity levels generated by the grids or the rod. Dynamic tests were carried out to investigate the heave response of the prism under different levels of turbulence intensity, generated using either the grids or the rod, and for different levels of damping ratio. During these dynamic tests, both displacements and pressures were recorded. In addition, Particle Image Velocimetry (PIV) measurements of the wind velocity field were acquired for both the static and dynamic tests. The PIV data consist of snapshots of a 2D plane located at the mid-span of the prism for selected test configurations.
Specimens
1. Flow characterization
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This phase of the experimental campaign was conducted without the model, and measurements were therefore performed in the empty test chamber, except for the presence of turbulence-generating devices when turbulent flow conditions were required. The test section has a width of 1700mm and a height of 1350mm. Wind speed measurements were acquired at different spatial locations using a traversing system equipped with 4 hot-wires and one Cobra probe.
1. Smooth flow (reference case)
Velocity time-histories were recorded in the empty test chamber at different spatial locations using the traversing system. The measurement positions were distributed across 6 different sections along the x-axis of the test chamber (streamwise direction). Within each section, measurements were acquired on a grid consisting of 4 columns along the y-axis (lateral direction) and 3 rows along the z-axis (vertical direction).
Instrumentation
The experimental campaign employed a Pitot tube, 4 X-wire CTA (hot-wire probes), and a multi-hole probe (Cobra probe).
The X-wire CTA is a thermal transducer used for measuring instantaneous flow velocities by converting electrical voltage signals into flow velocity measurements. These devices provide very high spatial resolution and excellent frequency-response characteristics. The X-wire configuration enables the simultaneous measurement of two velocity components. In the present tests, the velocity components were sampled at a frequency of 8 kHz.
The Cobra Probe is a multi-hole pressure probe capable of providing real-time measurements of the 3 dynamic velocity components and the local static pressure. It features a linear frequency response ranging from 0 Hz to over 2 kHz and operates effectively within a velocity range of 2 m/s to 100 m/s. The probe can measure flow angles within a ±45° cone, resolve all six Reynolds stress components, and enable the evaluation of higher-order terms. In the present campaign, the three components of the wind velocity (u, v, w) were sampled at 2 kHz.
2. Grid 1 setup
Velocity time-histories were recorded using the traversing system under turbulent flow conditions generated by Grid 1. Grid 1 is composed of square-section bars with a side length of 15mm, forming a mesh with square openings of 140mm. In this configuration, measurements were performed along three streamwise sections within the test chamber (aligned with the flow direction).
Taking the centre of the model as the reference position (x=0) in the along-wind direction, including in configurations where the model was absent, measurements were performed at x=-500 mm (upwind of x=0), x=0 mm and x= 500 mm (downwind of x=0). The grid was positioned 2000 mm upstream of the model, i.e. at x=-2000 mm. Similarly, measurements were taken at heights z= -250 mm, z=0 mm and z= 250 mm, with the reference height (z=0) taken as the mid-height position. Positive height is upward in the vertical direction.
Instrumentation
The experimental campaign employed a Pitot tube, 4 X-wire CTA (hot-wire probes), and a multi-hole probe (Cobra probe). The instrumentation characteristics and measurement principles are the same as those described in Section 1.1.
3. Grid 2 setup
Velocity time-histories were recorded using the traversing system under turbulent flow conditions generated by Grid 2. The grid is composed of rectangular-section bars with a width of 40mm (in the plane of the grid) and a depth of 15mm, forming a mesh with square openings of 110mm. As in the previous configurations, measurements were performed along three streamwise sections within the test chamber.
The measuments were taken at the same positions as for Grid 1 setup.
Instrumentation
The experimental campaign employed a Pitot tube, 4 X-wire CTA (hot-wire probes), and a multi-hole probe (Cobra probe). The instrumentation characteristics and measurement principles are the same as those described in Section 1.1.
4. Rod setup
In this configuration, turbulence was generated using a cylindrical rod with a diameter of 5mm, placed transversally across the test chamber at a height of 650mm from the floor of the chamber (mid-height position). Velocity time-histories were recorded at different locations within the chamber using the traversing system. These locations were distributed over 7 different streamwise sections along the x-axis of the chamber (aligned with the flow direction). In each section, data were recording on a grid consisting of 4 columns in the lateral (y) direction and 5 rows in the vertical (z) direction.
The measurements were take at the following positions downwind the rod: 60 mm, 80 mm, 100 mm, 250 mm, 375 mm, 500 mm and 750 mm. In the vertical directions the positions for the measurements were: -40 mm, -20 mm, 0 mm, 20 mm and 40 mm, taking as reference (z=0) the mid-height position, coincident with the axis of the rod.
Instrumentation
The experimental campaign employed a Pitot tube, 4 X-wire CTA (hot-wire probes), and a multi-hole probe (Cobra probe). The instrumentation characteristics and measurement principles are the same as those described in Section 1.1.
5. Rod with Grid 1 setup
In this configuration, the rod described in Section 1.4 was combined with Grid 1 described in Section 1.2. The grid was positioned 1.5m upwind of the rod. Velocity time-histories were recorded at different locations within the chamber using the traversing system.
The measurements were take at the following positions downwind the rod: 60 mm, 80 mm, 100 mm, 250 mm, 375 mm, 500 mm and 625 mm. In the vertical directions the positions for the measurements were: -40 mm, -20 mm, 0 mm, 20 mm and 40 mm, taking as reference (z=0) the mid-height position, coincident with the axis of the rod.
Instrumentation
The experimental campaign employed a Pitot tube, 4 X-wire CTA (hot-wire probes), and a multi-hole probe (Cobra probe). The instrumentation characteristics and measurement principles are the same as those described in Section 1.1.
6. Rod with Grid 2 setup
In this configuration, the rod described in Section 1.4 was combined with Grid 2 described in Section 1.3. The grid was located 1.5m upstream of the rod. Velocity time-histories were recorded at different locations within the chamber using the traversing system. The same measurement grid as in Section 1.5 was adopted.
Instrumentation
The experimental campaign employed a Pitot tube, 4 X-wire CTA (hot-wire probes), and a multi-hole probe (Cobra probe). The instrumentation characteristics and measurement principles are the same as those described in Section 1.1.
2. 3:2 rectangular sectional model
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The model under study is a rectangular prism with a width-to-height ratio of 3:2. Its overall dimensions are H=60 mm in height, B= 90 mm in width, and L=1680 mm in length. The centre of the model's cross-section is positioned 650 mm above the wind tunnel floor. The total mass of the model is 7.022 kg. The model is equipped with 8 pressure tap strips, comprising a total of 136 pressure taps. Each strip contains 16 pressure taps, except for the mid-span strip which includes 24 pressure taps.
1. Dynamic tests in smooth flow
This set of experiments was performed in order to investigate the heave oscillation response of the model under smooth incoming flow conditions. The system has a vertical natural frequency of 9.6Hz. The heave response was measured for different levels of damping ratio, which corresponded to Scruton numbers of 32, 55 and 75. The Scruton number was calculated as Sc=(4πMξ)/(ρHBL), where M is the total mass of the model, ξ is the mechanical damping ratio, ρ is the air density, and H, B and L are the height, width and length of the model, respectively. The model was tested at an angle of attack of 0º.
Time-histories of vertical displacement, pressures and wind velocity were recorded throughout the experiments.
Instrumentation
The experimental setup included a Pitot tube (located upstream of the model, 300 mm below the wind tunnel ceiling, providing the reference velocity for each test), a single-wire constant-temperature anemometer (CTA, positioned in the wake of the prism, at a distance of 1H above the upper side of the prism and 3H downstream of the leeward face), three laser displacement sensors for displacement measurements at a sampling frequency of 2 kHz (with one sensor mounted on one side of the wind tunnel and the other two mounted on the opposite side, separated by 320 mm in the along-wind direction), and pressure taps connected to four MPS4264 64-channel Miniature Pressure Scanners operating at a sampling frequency of 800 Hz (with one pair of scanners installed on each side of the model).
All the supplied pressure measurements are already corrected for frequency-response effects associated with the length of the pressure tubing, following established methods in the literature (e.g., Irwin, 1979).
2. Dynamic tests with Grid 1
The same experimental procedure described in Section 2.1 was applied, with the addition of the Grid 1 detailed in Section 1.2. The grid was positioned 2m upwind of the windward face of the model to modify the incoming flow conditions. Only tests corresponding to a Scruton number of Sc=32 were conducted under this configuration.
Time-histories of vertical displacement, surface pressures, and wind velocity were recorded throughout the experiments.
Instrumentation
The instrumentation is the same as described in Section 2.1.
3. Dynamic tests with Grid 2
In this configuration, the model was tested at a Scruton number of Sc=32, with Grid 2 described in Section 1.3 installed at two different positions, namely 2.0m and 2.5m upwind of the windward face of the model.
Time-histories of vertical displacement, surface pressures and wind velocity were recorded throughout the experiments.
Instrumentation
The instrumentation is the same as described in Section 2.1.
4. Static tests in smooth flow
These tests involve the measurement of time-histories of force coefficients (drag, lift and moment) and pressures on the model under smooth flow conditions for different angles of attack (AoA). Positive AoAs correspond to nose-up rotations. The investigated angles of attack were the following: 0º, ±1º, ±2.5º, 4º, 6º, 8º, 10º, 12º, 15º, 20º, 25º, 30º, 45º, 60º, 70º, 80º and 90º, resulting in a total of 19 different AoAs.
The tests were conducted at a flow speed of 13.2 m/s.
Instrumentation
The experimental setup included a Pitot tube, a single-wire constant-temperature anemometer (CTA, hot-wire), and high-precision force measurement systems.
Aerodynamic forces and moments were measured using two KISTLER 9257B high-precision dynamometer force balances, capable of performing multi-component measurements of forces and moments. Each force balance was mounted on a rigid rotating support, allowing a full 360° rotation of the model-balance system. During the tests, force signals were sampled at a frequency of 400 Hz, while pressure measurements were acquired at 800 Hz. All the supplied pressure measurements are already corrected for frequency-response effects associated with the length of the pressure tubing, following established methods in the literature (e.g., Irwin, 1979).
The single-wire anemometer, positioned at the same relative location with respect to the sectional model as in the dynamic tests, operated at a sampling frequency of 2 kHz.
5. Static tests with Grid 1
The same experimental procedure described in Section 2.4 was repeated with the addition of Grid 1 (Section 1.2), positioned 2 m upwind of the windward face of the model to modify the incoming flow conditions.
The wind speeds during these test was 13.2 m/s.
Instrumentation
The instrumentation is the same as described in Section 2.4.
6. Static tests with Grid 2
The same experimental procedure described in Section 2.4 was repeated with the inclusion of Grid 2 (Section 1.3), positioned 2 m upwind of the windward face of the model in order to modify the incoming flow conditions.
The wind speeds during these test was 13.6 m/s.
Instrumentation
The instrumentation is the same as described in Section 2.4.
7. PIV measurements for static testing in smooth flow conditions
This tests were conducted to characterize the wake flow field of the model in smooth flow conditions at 0º AoA. Measurements were performed on a vertical plane located at the model mid-span, at a free-stream wind velocity of 6.7 m/s.
Instrumentation
The measurement system consisted of a smoke generator for flow seeding, a laser light sheet for flow-plane illumination, and a high-speed camera system (Dantec Dynamics) for image acquisition.
PIV (Particle Image Velocimetry) is a non-intrusive optical measurement technique used to visualize and quantify fluid velocity fields by tracking the motion of tracer particles seeded within the flow. The measurement plane is illuminated by a laser light sheet, while consecutive images acquired by a high-speed camera are processed to determine particle displacements between laser pulses and, consequently, the instantaneous velocity vectors.
The PIV setup in the wind tunnel employed a Litron LDY-300 PIV laser system, equipped with a guiding arm, positioned downstream of the test section and aligned with the flow direction. A high-speed camera, operating at 300 frames per second, captured planar images of the flow field. Measurements were acquired at a sampling rate of 300 fps over a duration of 15 s.
8. PIV measurements for static testing with Grid 2
The same tests as described in Section 2.7 were performed, with the addition of Grid 2 detailed in Section 1.3, which is positioned 2m upwind of the windward face of the model.
The wind speeds during these test was approximately 5 m/s.
Instrumentation
The instrumentation used was identical to that described in Section 2.7.
9. PIV measurements for dynamic testing in smooth flow
Measurements of the wind field in the wake of the model were carried out under smooth flow conditions on a plane located at mid-span of the model.
Two different wind speeds were considered to investigate the heave response of the model at 0º angle of attack and Sc=32: 5.1 m/s and 6.7 m/s.
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Instrumentation
The instrumentation used was identical to that described in Section 2.7.
3. 3:2 rectangular sectional model with an upstream small rod
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This set of experiments include the response of the model under small scale turbulence generated by placing a rod upwind of the model. The level of turbulence intensity is controlled by the distance between the rod and the windward face of the model.
1. Dynamic tests with Rod in Position 1
The heave response of the model was investigated under small-scale turbulence conditions, with the rod in Position 1, corresponding to a streamwise distance of 40 diameters upwind of the windward face of the model. Experiments were carried out for Sc=32, 55, and 75, with the model at 0º AoA.
Time-histories of vertical displacement, pressures, and flow velocities were recorded.
Instrumentation
Instrumentation was the same as that described in Section 2.1.
2. Dynamic tests with Rod in Position 2
The same tests as described in Section 3.1 were performed, with the rod in Position 2, corresponding to a streamwise distance of 80 diameters upwind of the windward face of the model.
The angle of attack and the Scruton numbers considered in these tests are the same as in the previous case (Rod in Position 1).
Instrumentation
Instrumentation was the same as that described in Section 2.1.
3. Static tests with Rod in Position 1
The model is tested under small-scale turbulence by placing the Rod in Position 1, i.e., at a streamwise distance of 40 diameters upwind of the windward face of the model. Force coefficients and pressure time-histories are recorded for 19 different angles of attack: 0º, ±1º, ±2.5º, 4º, 6º, 8º, 10º, 12º, 15º, 20º, 25º, 30º, 45º, 60º, 70º, 80º and 90º.
The tests were conducted a a wind speed of 13.2 m/s.
Instrumentation
Instrumentation was the same as that described in Section 2.4.
4. Static tests with Rod in Position 2
The same experiments as described in Section 3.3 were performed, with the Rod in Position 2, i.e., at a streamwise distance of 80 diameters upwind of the windward face of the model.
The incoming wind speed was 13.2 m/s
Instrumentation
Instrumentation was the same as that described in Section 2.4.
5. PIV measurements for static testing with Rod in Position 1
The wake flow field of the model under static conditions was measured for small-scale turbulence conditions on a plane located at the model mid-span. The rod is located in Position 1, i.e. 40 diameters upwind of the windward face of the model. Measurements were performed with the model at 0º AoA.
The wind speed adopted for these tests was 6.7 m/s.
Instrumentation
The instrumentation used was identical to that described in Section 2.7.
6. PIV measurements for dynamic testing with Rod in Position 1
The wake flow field of the freely oscillating model under dynamic conditions was measured for small-scale turbulence conditions on a plane located at the model mid-span. The rod is located in Position 1, i.e. 40 diameters upwind of the windward face of the model. Measurements were performed with the model at 0º AoA and at two different wind speeds (5.1 m/s and 6.7 m/s).
Instrumentation
The instrumentation used was identical to that described in Section 2.7.
4. 3:2 rectangular sectional model with a symmetric dual-rod system
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A symmetric dual-rod passive control system was installed at a distance of 200 mm from the edges of the model. This tandem configuration was designed to preserve the mass balance of the dynamic model while providing aerodynamic control at both the leading-edge separation point and the near-wake turbulence field.
1. Dynamic tests
This experimental campaign was conducted to investigate the heave response of the model under smooth incoming flow conditions. The system exhibits a vertical natural frequency of 9.4 Hz.
Instrumentation
Instrumentation was the same as that described in Section 2.1.
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CC BY 4.0
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