2016
DOI: 10.1177/1420326x15595689
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Numerical investigation of wind-driven natural ventilation performance in a multi-storey hospital by coupling indoor and outdoor airflow

Abstract: This study employed two ventilation indexes: local mean age of air and air change rate per hour, to investigate wind-induced natural ventilation of 260 wards of a multi-storey hospital building in suburb of Guangzhou using computational fluid dynamics simulations. Using the surface-grid extrusion technique, high-quality hexahedral grid cells were generated for the coupled outdoor and indoor airflow field. Turbulence was solved by the renormalisation group k-e model validated against experimental data with grid… Show more

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Cited by 45 publications
(21 citation statements)
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“…Wind-induced ventilation depends strongly on the pressure distribution on building facades, and it is significantly affected by the upstream building characteristics and the prevailing wind [67]. Wind pressure is the main natural ventilation driving force in Beijing.…”
Section: Simulation Targetmentioning
confidence: 99%
“…Wind-induced ventilation depends strongly on the pressure distribution on building facades, and it is significantly affected by the upstream building characteristics and the prevailing wind [67]. Wind pressure is the main natural ventilation driving force in Beijing.…”
Section: Simulation Targetmentioning
confidence: 99%
“…Tominaga and Stathopoulos, 2013;Ho et al, 2015;Blocken, 2015;Meroney, 2016;Habilomatis and Chaloulakou, 2015) and those coupling indoor-outdoor airflows (e.g. Gao et al,8 2008; van Hooff and Blocken, 2010 and 2013; Ramponi and Blocken, 2012;Jin et al, 2015;Hang et al, 2016). Thus CFD software Ansys FLUENT (Fluent, 2006) with the RNG k- model was used to solve the steady-state isothermal urban airflows.…”
Section: Description Of Cfd Test Cases and Flow Modellingmentioning
confidence: 99%
“…The corresponding parameters of the building model are presented in Figure 2a, i.e., building height of 2.5 m and opening size of 0.84 m wide and 1.25 m tall. At the domain inlet, the vertical profiles of the stream-wise velocity and turbulent quantities are defined as follows [43]:…”
Section: Grid Independence Study and Model Validation By Wind Tunnel mentioning
confidence: 99%
“…where u * is the friction velocity and equals 1.068 m/s according to Jin et al [43], y 0 is the roughness length = 0.05 m in the wind tunnel experiment, velocity components in the y and z directions are zero. The parameter roughness height Ks and roughness constant Cs and their relationship with y 0 is K s = 9.793y 0 /C s , which has been built into models in Fluent [44].…”
Section: Grid Independence Study and Model Validation By Wind Tunnel mentioning
confidence: 99%
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