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Due to this thickness the w<strong>in</strong>d speed is distributed <strong>in</strong> a power law pr<strong>of</strong>ile from the ground<br />

surface <strong>in</strong> the vertical direction. So it is necessary to represent the microclimate w<strong>in</strong>d<br />

condition which can be <strong>in</strong>terpolated from the reference meteorological w<strong>in</strong>d data by the<br />

follow<strong>in</strong>g equation [22].<br />

Where,<br />

Approach w<strong>in</strong>d speed at upw<strong>in</strong>d wall height H<br />

Hourly w<strong>in</strong>d speed from a nearby meteorological station<br />

Atmospheric boundary layer thickness at meteorological station<br />

Height at which the anemometer that measures (generally 10 m)<br />

Atmospheric boundary layer exponent at meteorological station<br />

Wall height at which approach w<strong>in</strong>d (upw<strong>in</strong>d) speed is required<br />

Atmospheric boundary layer thickness at approach w<strong>in</strong>d speed terra<strong>in</strong><br />

Category.<br />

However, the above equation gives the flow speed only, for estimation <strong>of</strong> the direction,<br />

explicit modell<strong>in</strong>g can be <strong>in</strong>cluded or implicit methods can be applied <strong>in</strong> the doma<strong>in</strong> upw<strong>in</strong>d<br />

region represent<strong>in</strong>g the site obstruction, which will then create an <strong>in</strong>ternal boundary layer and<br />

produce the flow speed and direction.<br />

F<strong>in</strong>ally the distribution <strong>of</strong> over the surface will be based on values <strong>of</strong> w<strong>in</strong>d <strong>in</strong> close<br />

proximity (micro climate) to the w<strong>in</strong>d catcher (which shall be generated with CFD)<br />

consider<strong>in</strong>g equations 3, 2 and 1 respectively.<br />

3.2. Analysis Plan<br />

This study aims at test<strong>in</strong>g air flow <strong>in</strong> a w<strong>in</strong>d catcher and at the same time ga<strong>in</strong> better<br />

understand<strong>in</strong>g how to <strong>in</strong>tegrate the real site boundary conditions <strong>in</strong> CFD. Hughes et al., [12]<br />

<strong>in</strong> their paper has described the major design criteria for a w<strong>in</strong>d catcher which are based on, “<br />

Topography, climatic conditions, personal experience <strong>of</strong> architects, social positions <strong>of</strong> the<br />

occupants and variation <strong>in</strong> height, cross-section <strong>of</strong> air channel, number <strong>of</strong> open<strong>in</strong>gs, size and<br />

position<strong>in</strong>g <strong>of</strong> open<strong>in</strong>g, form construction materials, and placement <strong>of</strong> the tower with respect<br />

to the build<strong>in</strong>g.”<br />

Montezeri et al., [13] also emphasized that, the key work<strong>in</strong>g condition as the pressure<br />

differential between the air <strong>in</strong>let and exhaust <strong>of</strong> the device. So the ambient air flow<br />

characteristics, i.e., the speed, direction and frequency <strong>of</strong> occurrence will determ<strong>in</strong>e the<br />

physical/architectural parameters <strong>of</strong> the w<strong>in</strong>d tower and its open<strong>in</strong>gs to maximize the pressure<br />

differential.<br />

For mono-directional device, the direction <strong>of</strong> w<strong>in</strong>d is most important to keep it function<strong>in</strong>g.<br />

When <strong>in</strong>cident w<strong>in</strong>d blows from other than its design range, the w<strong>in</strong>d catcher will function as<br />

a solar chimney and flow will be reversed [12].<br />

(3)

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