DESIGN ISSUES OF A NEW WIND TUNNEL LABORATORY FOR ENVIRONMENTAL AND VEHICLE AERODYNAMICS. Márton BALCZÓ PhD, assistant professor

Transcription

1 DESIGN ISSUES OF A NEW WIND TUNNEL LABORATORY FOR ENVIRONMENTAL AND VEHICLE AERODYNAMICS Márton BALCZÓ PhD, assistant professor

2 CONTENTS 2 1. Environmental and building aerodynamics at the DFM 2. Boundary layer wind tunnels (BLWTs) 3. The existing BLWT 4. Requirements of a new laboratory 5. BLWT application matrix 6. Space and design constraints 7. Design variants 8. Summary

3 ENVIRONMENTAL AND BUILDING AERODYNAMICS AT THE THEODORE VON KÁRMÁN WT LAB 3 1. Large Göttingen-type wind tunnel 2. Boundary layer modelling using spikes, rods and roughness elements 3. Modell scale environmental : 1: Modell scale building aerodynamics: 1:100 1:0 (turbulent length scale does not fit)

4 THE BOUNDARY-LAYER WIND TUNNEL 4 WT of Building Research Institute (ÉTI), rebuilt 1984 decommisioned and bought by our laboratory 03

5 THE EXISTING BOUNDARY-LAYER TUNNEL 5 test section type closed preparation section length [m] 5.5 Test section [m] 2.2 x 1.4 max. wind speed [m/s] 19

6 THE EXISTING BOUNDARY-LAYER TUNNEL 6 test section type closed preparation section length [m] 5.5 Test section [m] 2.2 x 1.4 max. wind speed [m/s] 19 Problems 1. exposure to weather 2. dust generation during operation 3. no security of valuable instrumentation 4. extreme heat under the pentice during summer. 5. lack of curtains or disillumination for flow visualisation. 6. no laser protection of trespassers. 7. use of external air causes unsteady flow.

7 REQUIREMENTS OF A NEW LABORATORY 7 1. Long boundary layer generation section equilibrium boundary layer (BL) larger BL thickness larger model scale 2. (at least partial) weather protection closed laboratory space QUESTIONS 1. Refurbish the existing BLWT / extend the existing BLWT / fully new BLWT? 2. use of external air (as today) / circulation of internal air / recirculating tunnel? 3. How to fit the wind tunnel into the available space?

8 BOUNDARY-LAYER WIND TUNNELS 8 Wind tunnel Test section power Top Owner Built Layout Size Type W speed University of Adelaide 11 closed circuit Comment / Specialities Cost [m 2 ] [m] [kw] [m/s] [ ] closed/ open m high speed test section for aeronautical testing up to 50 m/s is located in the other leg. 3.65M ETH Zürich / EMPA 11 closed circuit closed Use of external air possible instead of recirculation. Test section blocks easily removable. Leibniz Institute for Agr. Eng. Potsdam 12 open return closed 3 Mainly used in agricultural research, odour dispersion 1.18M TU Eindhoven ** closed circuit 42 12** closed n/a n/a n/a Facilitating building will be approx. 850 m 2 1.4M ** * flow preparation section + test section length added ** in design phase, estimated values based on [7] Conclusion: closed circuit is the preferred type

9 WIND TUNNELS IN HUNGARY (1) 9 Wind tunnel (WT) Built Total lengt Test section Top speed Application area Owner Type h Type Width [year] [m] [m] [m/s] Budapest closed return open aerodynamics of vehicles, buildings, University of pollutant dispersion Technology and closed return open drag force measurement on smaller Economics objects open return, closed building and environmetal suction type aerodynamics University of Miskolc open return, suction type open return, blower type Comment / Specialties 3D probe traversing system, modular floor, 2m-turntable long flow preparation section, adjustable roof, located outside closed anemometer calibration, flow around 3D traversing system installed bodies 13 5 open or vehicle aerodynamics measurementsclosed test section can be closed removed for open jet configuration open or 1 24 flow around 2D bluff bodies and equipped with 3-component force open return, blower type closed airfoils closed return closed general fluid dynamics, boundary layer modelling open return/closed return balance isolated wind tunnel, temperature adjustable between -10 to +50 C closed fundamental fluid dynamics research at low speeds: closed return / high speeds: open return open return open turbulence, turbulence generator research 3D traversing system installed

10 WIND TUNNELS IN HUNGARY (2) 10 Wind tunnel (WT) Built Total lengt Test section Top speed Owner Type h Type Width [year] [m] [m] [m/s] National open return, Agricultural suction type Research and Innovation Center Szent István University Hungarian Meteorological Service University of Debrecen, Faculty of Science and Technology University of Szeged, Faculty of Science and Informatics University of Nyíregyháza open return, suction type open return, suction type open return, suction type Application area closed 2 3 testing of agricultural spray application techniques 04 6 closed calibration of anemometers closed 1 25 calibration of anemometers Comment / Specialties adjustable roof, 2.5m turntable closed calibration of anemometers Theodor Friedrichs Co. Type 84. Min. speed 0.15 m/s closed return closed soil erosion experiments eqipped with a particle filter open return blower open return or closed return closed in-situ soil erosion experiments WT without a bottom to be placed on the investigated soil surface 12 9 closed 0.25 n/a drying research Not operational at the moment due to change of location

11 WIND TUNNEL APPLICATION MATRIX 11 Boundary layer wind tunnel applications open return external air internal air closed circuit building wind load measurements aeroelastic testing pollutant dispersion measurements sand erosion / snow erosion / dirty measurements laser based measurement techniques * vehicle areodynamics use during winter (below 0 deg) cold weather testing (during winter) * with switchable external air supply or separator behind the test section Conclusion an open-return tunnel is limited in application (whether with external or with internal air) Closed circuit WT more flexible

12 SPACE AND DESIGN CONSTRAINTS Budapest world heritage conservation area (buffer zone) 2. Access for users of neighbouring laboratories and workshops 3. Campus promenade (limits length) DFM offices yard with WT DFM lab other faculty labs

13 DESIGN VARIANTS 1. Budapest world heritage conservation area (buffer zone) 2. Access for users of neighbouring laboratories and workshops 3. Campus promenade (limits length) 13 Available space: 26.5 x 11 m 5 m height

14 DESIGN VARIANTS 14 Version A original design Wind tunnel using external air but placed inside a closed laboratory Multiple fans to save length Optional forward test section

15 DESIGN VARIANTS 15 Version A outlet inlet Inlet behind screen Inlet behind screen outlet

16 CFD SIMULATION OF THE INLET FLOW CONDITIONS AT VERSION A 16 Excerpt of CFD simulations performed by Péter Tóth Longitudinal vortex inside the contraction caused by assymmetric inflow Reduction of vortex strength through contraction design changes

17 DESIGN VARIANTS 17 Version B improved design Same as A, but: Movable wind tunnel : winter operation with internal air (speed limited)

18 FLOW FIELD WITH USE OF EXTERNAL AIR 18 Version C New closed-circuit wind tunnel (returning leg under ground level) Use of external air optionally Vertical wind tunnel abandoned

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20 CONCLUSIONS ANSWERS 1. All 3 boundary layer wind tunnel types can be realized at the site 2. Open return comes with serious compromises at the specific site 3. Closed circuit tunnel is the ultimative solution however at high costs and with abandonement of the vertical wind tunnel

21 21 Thank you for your attention!

22 WIND TUNNEL DESIGN OF ÉTI (1978) 22

23 inlet Inlet behind screen

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