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

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A range <strong>of</strong> air exchange rates was found and used to determ<strong>in</strong>e both when <strong>the</strong> façade heat lossdom<strong>in</strong>ated <strong>the</strong> energy balance and when airflow contributed an equal amount to heat loss. Thelow end <strong>of</strong> <strong>the</strong> air exchange rates was recorded on a day when only <strong>the</strong> upper vent w<strong>in</strong>dows oneach floor were open. This was done because <strong>the</strong>re were few, if any, days on site when <strong>the</strong>re waslittle to no w<strong>in</strong>d outside. The upper end <strong>of</strong> <strong>the</strong> air exchange rate was measured on a similar day,but with <strong>the</strong> occupant-controlled w<strong>in</strong>dows open. On extremely w<strong>in</strong>dy days, <strong>the</strong> occupantcontrolledw<strong>in</strong>dows were <strong>of</strong>ten left closed, to prevent drafts that may disrupt papers on deskswith<strong>in</strong> <strong>the</strong> <strong>of</strong>fice area. The air exchange rates <strong>for</strong> <strong>the</strong> build<strong>in</strong>g ranged from 0.6 air changes perhour (ACH) to almost 1 ACH dur<strong>in</strong>g a site visit <strong>in</strong> early fall when <strong>the</strong> w<strong>in</strong>dows were mostlyclosed. The results <strong>of</strong> ventilation rates us<strong>in</strong>g <strong>the</strong> three different techniques are presented <strong>in</strong> Table15. The hot-wire data presented <strong>in</strong> Table 15 were determ<strong>in</strong>ed us<strong>in</strong>g <strong>the</strong> effective open<strong>in</strong>g area ascalculated us<strong>in</strong>g <strong>the</strong> bag device presented <strong>in</strong> Chapter 3.5.1.Table 15. Comparison <strong>of</strong> Hourly Air Change Rates (ACH) by Season and MethodHot-wireAnemometerCarbon DioxideDataEnergyBalanceInflated BagMethod*Summer 3 ACH(3.8 m 3 /s)2 ACH(2.8 m 3 /s)----- 2 ACH(2.6 m 3 /s)Fall0.6 ACH 0.6 ACH0.9 ACH -----(0.85 m 3 /s) (0.87 m 3 /s) (1.2 m 3 /s)*The <strong>in</strong>flated bag method is not directly comparable to <strong>the</strong> o<strong>the</strong>r measurements. It was done over aweekend with little <strong>in</strong>ternal loads, and is primarily w<strong>in</strong>d-driven flow.The measurements taken dur<strong>in</strong>g site visits to understand <strong>the</strong> airflow patterns and ventilationeffectiveness <strong>of</strong> Houghton Hall were also used <strong>in</strong> verify<strong>in</strong>g air exchange rates calculated throughboth an energy balance <strong>for</strong> a snapshot <strong>in</strong> time and carbon dioxide measurements andcorrespond<strong>in</strong>g calculations. For <strong>the</strong> energy balance, <strong>the</strong> solar radiation from <strong>the</strong> wea<strong>the</strong>r stationwas 200W/m 2 , recorded electric load was 16 kW, and <strong>the</strong> number <strong>of</strong> people, each at 100W, was10. The outside air temperature was recorded at 14.9ºC and <strong>the</strong> exhaust temperature leav<strong>in</strong>g <strong>the</strong>build<strong>in</strong>g was measured at 22.5ºC. In this snapshot <strong>the</strong> heat loss through <strong>the</strong> façade has an equalcontribution to <strong>the</strong> heat loss due to airflow.Carbon dioxide measurements were recorded throughout <strong>the</strong> year and used to corroborate <strong>the</strong>estimated airflow calculation. Us<strong>in</strong>g 0.3 L/m<strong>in</strong>/person (McQuiston 2000), a measured outsideCO 2 level <strong>of</strong> 464 parts per million (ppm), and a total <strong>of</strong> 120 people with<strong>in</strong> <strong>the</strong> build<strong>in</strong>g, thisprovided an air exchange rate <strong>of</strong> 0.6 ACH with all <strong>of</strong> <strong>the</strong> w<strong>in</strong>dows closed. This is similar to <strong>the</strong>air velocity measurements that estimated 0.6 ACH with <strong>the</strong> w<strong>in</strong>dows closed. Several airflowbalances based on air velocity measurements and flow rate calculations taken over <strong>the</strong> period <strong>of</strong>several days and several site visits, were determ<strong>in</strong>ed to be with<strong>in</strong> a 25 percent marg<strong>in</strong> <strong>of</strong> errorbetween <strong>the</strong> amount <strong>of</strong> air enter<strong>in</strong>g and leav<strong>in</strong>g <strong>the</strong> build<strong>in</strong>g. The result<strong>in</strong>g carbon dioxide levels<strong>for</strong> <strong>the</strong> summer conditions when all <strong>of</strong> <strong>the</strong> w<strong>in</strong>dows were open, and <strong>the</strong> w<strong>in</strong>ter when all <strong>of</strong> <strong>the</strong>w<strong>in</strong>dows were closed is presented <strong>in</strong> Figure 22. The occupancy density that corresponds with<strong>the</strong>se CO 2 levels is approximately 15m 2 per person. This is on <strong>the</strong> low side <strong>for</strong> a commercial<strong>of</strong>fice build<strong>in</strong>g.63

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