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van Druenen T, Blocken B. Correction to: Aerodynamic analysis of uphill drafting in cycling. Sports Eng 2021. [DOI: 10.1007/s12283-021-00351-4] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [What about the content of this article? (0)] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Indexed: 11/29/2022]
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Abstract
AbstractSome teams aiming for victory in a mountain stage in cycling take control in the uphill sections of the stage. While drafting, the team imposes a high speed at the front of the peloton defending their team leader from opponent’s attacks. Drafting is a well-known strategy on flat or descending sections and has been studied before in this context. However, there are no systematic and extensive studies in the scientific literature on the aerodynamic effect of uphill drafting. Some studies even suggested that for gradients above 7.2% the speeds drop to 17 km/h and the air resistance can be neglected. In this paper, uphill drafting is analyzed and quantified by means of drag reductions and power reductions obtained by computational fluid dynamics simulations validated with wind tunnel measurements. It is shown that even for gradients above 7.2%, drafting can yield substantial benefits. Drafting allows cyclists to save over 7% of power on a slope of 7.5% at a speed of 6 m/s. At a speed of 8 m/s, this reduction can exceed 16%. Sensitivity analyses indicate that significant power savings can be achieved, also with varying bicycle, cyclist, road and environmental characteristics.
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Blocken B, van Druenen T, Ricci A, Kang L, van Hooff T, Qin P, Xia L, Ruiz CA, Arts JH, Diepens JFL, Maas GA, Gillmeier SG, Vos SB, Brombacher AC. Ventilation and air cleaning to limit aerosol particle concentrations in a gym during the COVID-19 pandemic. Build Environ 2021; 193:107659. [PMID: 33568882 PMCID: PMC7860965 DOI: 10.1016/j.buildenv.2021.107659] [Citation(s) in RCA: 51] [Impact Index Per Article: 17.0] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [Key Words] [Track Full Text] [Subscribe] [Scholar Register] [Received: 10/25/2020] [Revised: 01/28/2021] [Accepted: 01/31/2021] [Indexed: 05/03/2023]
Abstract
SARS-CoV-2 can spread by close contact through large droplet spray and indirect contact via contaminated objects. There is mounting evidence that it can also be transmitted by inhalation of infected saliva aerosol particles. These particles are generated when breathing, talking, laughing, coughing or sneezing. It can be assumed that aerosol particle concentrations should be kept low in order to minimize the potential risk of airborne virus transmission. This paper presents measurements of aerosol particle concentrations in a gym, where saliva aerosol production is pronounced. 35 test persons performed physical exercise and aerosol particle concentrations, CO2 concentrations, air temperature and relative humidity were obtained in the room of 886 m³. A separate test was used to discriminate between human endogenous and exogenous aerosol particles. Aerosol particle removal by mechanical ventilation and mobile air cleaning units was measured. The gym test showed that ventilation with air-change rate ACH = 2.2 h-1, i.e. 4.5 times the minimum of the Dutch Building Code, was insufficient to stop the significant aerosol concentration rise over 30 min. Air cleaning alone with ACH = 1.39 h-1 had a similar effect as ventilation alone. Simplified mathematical models were engaged to provide further insight into ventilation, air cleaning and deposition. It was shown that combining the above-mentioned ventilation and air cleaning can reduce aerosol particle concentrations with 80 to 90% , depending on aerosol size. This combination of existing ventilation supplemented with air cleaning is energy efficient and can also be applied for other indoor environments.
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Affiliation(s)
- B Blocken
- Unit Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
- Building Physics and Sustainable Design, Department of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40 - Bus 2447, 3001, Leuven, Belgium
| | - T van Druenen
- Unit Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
| | - A Ricci
- Unit Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
- Building Physics and Sustainable Design, Department of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40 - Bus 2447, 3001, Leuven, Belgium
- Department of Civil, Chemical and Environmental Engineering, University of Genoa, Genoa, Italy
| | - L Kang
- Unit Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
| | - T van Hooff
- Unit Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
| | - P Qin
- Unit Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
| | - L Xia
- Unit Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
| | - C Alanis Ruiz
- Building Physics and Sustainable Design, Department of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40 - Bus 2447, 3001, Leuven, Belgium
| | - J H Arts
- Department of Industrial Design, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
- School of Sport Studies, Fontys University of Applied Sciences, Theo Koomenlaan 3, 5644HZ Eindhoven, the Netherlands
| | - J F L Diepens
- Unit Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
| | - G A Maas
- Unit Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
| | - S G Gillmeier
- Unit Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
| | - S B Vos
- Department of Industrial Design, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
- School of Sport Studies, Fontys University of Applied Sciences, Theo Koomenlaan 3, 5644HZ Eindhoven, the Netherlands
| | - A C Brombacher
- Department of Industrial Design, Eindhoven University of Technology, P.O. Box 513, 5600MB Eindhoven, the Netherlands
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Blocken B, van Druenen T, van Hooff T, Verstappen P, Marchal T, Marr L. Can indoor sports centers be allowed to re-open during the COVID-19 pandemic based on a certificate of equivalence? Build Environ 2020; 180:107022. [PMID: 32518469 PMCID: PMC7261361 DOI: 10.1016/j.buildenv.2020.107022] [Citation(s) in RCA: 39] [Impact Index Per Article: 9.8] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [Key Words] [Track Full Text] [Subscribe] [Scholar Register] [Received: 05/19/2020] [Accepted: 05/27/2020] [Indexed: 05/03/2023]
Abstract
Within a time span of only a few months, the SARS-CoV-2 virus has managed to spread across the world. This virus can spread by close contact, which includes large droplet spray and inhalation of microscopic droplets, and by indirect contact via contaminated objects. While in most countries, supermarkets have remained open, due to the COVID-19 pandemic, authorities have ordered many other shops, restaurants, bars, music theaters and indoor sports centers to be closed. As part of COVID-19 (semi)lock-down exit strategies, many government authorities are now (May-June 2020) allowing a gradual re-opening, where sometimes indoor sport centers are last in line to be permitted to re-open. This technical note discusses the challenges in safely re-opening these facilities and the measures already suggested by others to partly tackle these challenges. It also elaborates three potential additional measures and based on these additional measures, it suggests the concept of a certificate of equivalence that could allow indoor sports centers with such a certificate to re-open safely and more rapidly. It also attempts to stimulate increased preparedness of indoor sports centers that should allow them to remain open safely during potential next waves of SARS-CoV-2 as well as future pandemics. It is concluded that fighting situations such as the COVID-19 pandemic and limiting economic damage requires increased collaboration and research by virologists, epidemiologists, microbiologists, aerosol scientists, building physicists, building services engineers and sports scientists.
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Affiliation(s)
- B. Blocken
- Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600, MB Eindhoven, the Netherlands
- Building Physics Section, Department of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, Bus 2447, 3001, Leuven, Belgium
- Corresponding author. Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600, MB Eindhoven, the Netherlands.
| | - T. van Druenen
- Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600, MB Eindhoven, the Netherlands
| | - T. van Hooff
- Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513, 5600, MB Eindhoven, the Netherlands
- Building Physics Section, Department of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, Bus 2447, 3001, Leuven, Belgium
| | - P.A. Verstappen
- Sports Medical Center the Hague, Sweelinckplein 46, 2517 GP, The Hague, the Netherlands
| | - T. Marchal
- Ansys Belgium S.A., Centre d'Affaires “Les Collines de Wavre”, Avenue Pasteur 4, 1300, Wavre, Belgium
- Avicenna Alliance for Predictive Medicine ASBL, Rue Guimard 10, 1040, Brussels, Belgium
| | - L.C. Marr
- Department of Civil and Environmental Engineering, Virginia Polytechnic Institute and State University, 1145 Perry St. (0246), Durham 411, Blacksburg, VA 24061, USA
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Vervoort R, Blocken B, van Hooff T. Reduction of particulate matter concentrations by local removal in a building courtyard: Case study for the Delhi American Embassy School. Sci Total Environ 2019; 686:657-680. [PMID: 31195277 DOI: 10.1016/j.scitotenv.2019.05.154] [Citation(s) in RCA: 8] [Impact Index Per Article: 1.6] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 01/25/2019] [Revised: 04/24/2019] [Accepted: 05/11/2019] [Indexed: 06/09/2023]
Abstract
Exposure to particulate matter (PM) is strongly linked to human morbidity and mortality, where higher exposure entails higher all-cause daily mortality and increased long-term risk of cardiopulmonary mortality. The objective of this study is to demonstrate how and to what extent the local removal of PM2.5 can lead to reduced exposure for the children and teachers in the naturally ventilated courtyard of the American Embassy School (AES) high school building in Delhi. The study is performed by computational fluid dynamics (CFD) with the 3D steady Reynolds-averaged Navier-Stokes (RANS) equations in combination with the realizable k-ε turbulence model on a very high resolution grid. First, CFD validation is performed using wind-tunnel experiments of the flow pattern in and above a generic single street canyon. Next, the case study is conducted where four commercially available electrostatic precipitation (ESP) units are installed at different positions inside the courtyard and the resulting performance is evaluated. PM2.5 dispersion is modeled with an Eulerian advection-diffusion equation. It is shown that the best ESP positions yield overall volume-averaged PM2.5 concentration reductions up to 34.1% in the courtyard's corridors, demonstrating the proposed mitigation strategy to be effective. Perspectives for further reduction of the PM concentrations and the related reduction of health risks are discussed.
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Affiliation(s)
- R Vervoort
- Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. box 513, 5600 MB Eindhoven, the Netherlands.
| | - B Blocken
- Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. box 513, 5600 MB Eindhoven, the Netherlands; Building Physics Section, Department of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, bus 2447, 3001 Leuven, Belgium
| | - T van Hooff
- Building Physics Section, Department of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, bus 2447, 3001 Leuven, Belgium; Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, P.O. box 513, 5600 MB Eindhoven, the Netherlands
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Ricci A, Burlando M, Repetto MP, Blocken B. Simulation of urban boundary and canopy layer flows in port areas induced by different marine boundary layer inflow conditions. Sci Total Environ 2019; 670:876-892. [PMID: 30921720 DOI: 10.1016/j.scitotenv.2019.03.230] [Citation(s) in RCA: 7] [Impact Index Per Article: 1.4] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [Key Words] [Track Full Text] [Subscribe] [Scholar Register] [Received: 01/11/2019] [Revised: 02/28/2019] [Accepted: 03/15/2019] [Indexed: 05/21/2023]
Abstract
Computational fluid dynamics (CFD) simulations and wind-tunnel (WT) tests can be considered as boundary-value problems, where the inlet boundary condition, which is usually obtained inferring inlet mean wind profiles from on-site measurements or other type of experimental data, represents the large-scale atmospheric forcing exerted at the outer limit of the urban model. It is not clear, however, to which extent the choice of different inflow wind speed profiles may affect WT and CFD results in the urban environment. In the present study, this aspect is investigated through the comparison of the wind flow fields simulated numerically and tested experimentally in an atmospheric boundary layer wind tunnel (ABLWT) within a district of Livorno city, Italy, called "Quartiere La Venezia". Three different shapes of inflow profiles were tested using the CFD technique and the results were compared with each other: one is based on the approach-flow profiles measured upstream of the urban model in the WT test section (WT profile) and two are based on anemometric data corresponding to the approach-flow profile measured by means of a LiDAR wind profiler (LiDAR profile 1 and 2). The analysis showed that using different wind speed profiles does not affect significantly the results in the urban canopy layer (UCL), where correlations of 95% and 98% were found between the LiDAR profile 1 and 2 data and the WT profile data (at z = 0.02 m above the bottom), respectively. Conversely, the different inflow profiles strongly affected the results above the UCL. This means that the local-scale effects induced on the wind field in the UCL by the urban texture are dominated mainly by the larger-scale forcing, as within the canopy the flow remains topologically invariant despite the different inflow conditions.
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Affiliation(s)
- A Ricci
- Department of Civil Engineering, KU Leuven, Leuven, Belgium; Department of the Built Environment, Eindhoven University of Technology, Eindhoven, the Netherlands; Department of Civil, Chemical and Environmental Engineering (DICCA), University of Genoa, Genoa, Italy.
| | - M Burlando
- Department of Civil, Chemical and Environmental Engineering (DICCA), University of Genoa, Genoa, Italy.
| | - M P Repetto
- Department of Civil, Chemical and Environmental Engineering (DICCA), University of Genoa, Genoa, Italy.
| | - B Blocken
- Department of Civil Engineering, KU Leuven, Leuven, Belgium; Department of the Built Environment, Eindhoven University of Technology, Eindhoven, the Netherlands.
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van Hooff T, Blocken B, van Heijst GJF. On the suitability of steady RANS CFD for forced mixing ventilation at transitional slot Reynolds numbers. Indoor Air 2013; 23:236-249. [PMID: 23094648 DOI: 10.1111/ina.12010] [Citation(s) in RCA: 3] [Impact Index Per Article: 0.3] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 06/05/2012] [Accepted: 10/18/2012] [Indexed: 06/01/2023]
Abstract
UNLABELLED Accurate prediction of ventilation flow is of primary importance for designing a healthy, comfortable, and energy-efficient indoor environment. Since the 1970s, the use of computational fluid dynamics (CFD) has increased tremendously, and nowadays, it is one of the primary methods to assess ventilation flow in buildings. The most commonly used numerical approach consists of solving the steady Reynolds-averaged Navier-Stokes (RANS) equations with a turbulence model to provide closure. This article presents a detailed validation study of steady RANS for isothermal forced mixing ventilation of a cubical enclosure driven by a transitional wall jet. The validation is performed using particle image velocimetry (PIV) measurements for slot Reynolds numbers of 1000 and 2500. Results obtained with the renormalization group (RNG) k-ε model, a low-Reynolds k-ε model, the shear stress transport (SST) k-ω model, and a Reynolds stress model (RSM) are compared with detailed experimental data. In general, the RNG k-ε model shows the weakest performance, whereas the low-Re k-ε model shows the best agreement with the measurements. In addition, the influence of the turbulence model on the predicted air exchange efficiency in the cubical enclosure is analyzed, indicating differences up to 44% for this particular case. PRACTICAL IMPLICATIONS This article presents a detailed numerical study of isothermal forced mixing ventilation driven by a low-velocity (transitional) wall jet using steady computational fluid dynamics (CFD) simulations. It is shown that the numerically obtained room airflow patterns are highly dependent on the chosen turbulence model and large differences with experimentally obtained velocity fields can be present. The renormalization group (RNG) k-ε model, which is commonly used for room airflow modeling, shows the largest deviations from the measured velocities, indicating the care that must be taken when selecting a turbulence model for room airflow prediction. As a result of the different predictions of the flow pattern in the room, large differences are present between the predicted air exchange efficiency obtained with the four tested turbulence models, which can be as high as 44%.
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Affiliation(s)
- T van Hooff
- Building Physics and Services, Eindhoven University of Technology, Eindhoven, The Netherlands.
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Gousseau P, Blocken B, van Heijst GJF. Large-Eddy Simulation of pollutant dispersion around a cubical building: analysis of the turbulent mass transport mechanism by unsteady concentration and velocity statistics. Environ Pollut 2012; 167:47-57. [PMID: 22534159 DOI: 10.1016/j.envpol.2012.03.021] [Citation(s) in RCA: 4] [Impact Index Per Article: 0.3] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 01/18/2012] [Revised: 03/15/2012] [Accepted: 03/19/2012] [Indexed: 05/31/2023]
Abstract
Pollutant transport due to the turbulent wind flow around buildings is a complex phenomenon which is challenging to reproduce with Computational Fluid Dynamics (CFD). In the present study we use Large-Eddy Simulation (LES) to investigate the turbulent mass transport mechanism in the case of gas dispersion around an isolated cubical building. Close agreement is found between wind-tunnel measurements and the computed average and standard deviation of concentration in the wake of the building. Since the turbulent mass flux is equal to the covariance of velocity and concentration, we perform a detailed statistical analysis of these variables to gain insight into the dispersion process. In particular, the fact that turbulent mass flux in the streamwise direction is directed from the low to high levels of mean concentration (counter-gradient mechanism) is explained. The large vortical structures developing around the building are shown to play an essential role in turbulent mass transport.
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Affiliation(s)
- P Gousseau
- Building Physics and Services, Department of the Built Environment, Eindhoven University of Technology, PO Box 513, 5600 MB Eindhoven, The Netherlands.
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Gousseau P, Blocken B, van Heijst GJF. CFD simulation of pollutant dispersion around isolated buildings: on the role of convective and turbulent mass fluxes in the prediction accuracy. J Hazard Mater 2011; 194:422-34. [PMID: 21880420 DOI: 10.1016/j.jhazmat.2011.08.008] [Citation(s) in RCA: 12] [Impact Index Per Article: 0.9] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 05/19/2011] [Revised: 08/02/2011] [Accepted: 08/03/2011] [Indexed: 05/22/2023]
Abstract
Computational Fluid Dynamics (CFD) is increasingly used to predict wind flow and pollutant dispersion around buildings. The two most frequently used approaches are solving the Reynolds-averaged Navier-Stokes (RANS) equations and Large-Eddy Simulation (LES). In the present study, we compare the convective and turbulent mass fluxes predicted by these two approaches for two configurations of isolated buildings with distinctive features. We use this analysis to clarify the role of these two components of mass transport on the prediction accuracy of RANS and LES in terms of mean concentration. It is shown that the proper simulation of the convective fluxes is essential to predict an accurate concentration field. In addition, appropriate parameterization of the turbulent fluxes is needed with RANS models, while only the subgrid-scale effects are modeled with LES. Therefore, when the source is located outside of recirculation regions (case 1), both RANS and LES can provide accurate results. When the influence of the building is higher (case 2), RANS models predict erroneous convective fluxes and are largely outperformed by LES in terms of prediction accuracy of mean concentration. These conclusions suggest that the choice of the appropriate turbulence model depends on the configuration of the dispersion problem under study. It is also shown that for both cases LES predicts a counter-gradient mechanism of the streamwise turbulent mass transport, which is not reproduced by the gradient-diffusion hypothesis that is generally used with RANS models.
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Affiliation(s)
- P Gousseau
- Building Physics and Systems, Eindhoven University of Technology, P.O. Box 513, 5600 MB Eindhoven, The Netherlands.
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