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Methodology for the Evaluation of Natural Ventilation in ... - Cham

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Comb<strong>in</strong>ed w<strong>in</strong>d-buoyancy flow is more readily found <strong>in</strong> full-scale build<strong>in</strong>gs, and <strong>the</strong>se twonatural ventilation types can work ei<strong>the</strong>r toge<strong>the</strong>r or <strong>in</strong> opposition. Figure 9 presents <strong>the</strong> airflowdirection and <strong>the</strong> relation <strong>of</strong> pressure versus height <strong>in</strong> a comb<strong>in</strong>ed buoyancy-w<strong>in</strong>d naturalventilation case. The total pressures due to each case are added toge<strong>the</strong>r to determ<strong>in</strong>e <strong>the</strong> totalpressure across an open<strong>in</strong>g: P P P(2.13)TWBUs<strong>in</strong>g <strong>the</strong> square root law presented <strong>in</strong> equation 2.8, <strong>the</strong> total flow rate through an open<strong>in</strong>g iscalculated by:QTP CTDA 2 (2.14)Substitut<strong>in</strong>g <strong>in</strong> <strong>the</strong> pressure differences <strong>for</strong> each case <strong>in</strong>to equation 2.12 and <strong>the</strong>n <strong>the</strong> totalpressure difference <strong>in</strong>to equation 2.13, <strong>the</strong> total flow rate, Q T , becomes:2UQOT CDA CP gHTBTO2(2.15)1Q 2 2 2Q QT W B (2.16)where Q w is <strong>the</strong> flow rate component due to w<strong>in</strong>d and Q B is <strong>the</strong> component due to stack, orbuoyancy flow (Awbi 2003).Figure 9. Comb<strong>in</strong>ed W<strong>in</strong>d-Buoyancy <strong>Ventilation</strong>: Airflow Direction and Pressure versus HeightThere are concerns with <strong>the</strong> accuracy <strong>of</strong> this equation (E<strong>the</strong>ridge 1996) <strong>in</strong> part due to <strong>the</strong> relativeeffects <strong>of</strong> w<strong>in</strong>d and buoyancy. When <strong>the</strong> buoyancy and w<strong>in</strong>d effects were approximately equal,30

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