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Literature Review on Building Envelope, Heating and ... - Beeshive.org

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• The c<strong>on</strong>structi<strong>on</strong> time window is limited in summer to about 110 days from<br />

November 1 to February 15, during which there are 24 hours of sunlight <strong>and</strong> the<br />

warmest yearly temperatures. Careful sequencing of summer work is crucial for the<br />

success of the following winter work. During the winter m<strong>on</strong>ths, February 16 to<br />

November 1, c<strong>on</strong>structi<strong>on</strong> work is performed from inside the structure, because of the<br />

extreme temperatures <strong>and</strong> c<strong>on</strong>tinual darkness (four m<strong>on</strong>ths of total darkness).<br />

• Material transport <strong>and</strong> storage is a problem.<br />

Snow Drifting<br />

Several publicati<strong>on</strong>s (Waechter <strong>and</strong> Williams, 1999; Delpech et al., 1998; Kwok et al.,<br />

1992, 1993), addressed snow drifting around Antarctic buildings. Waechter <strong>and</strong> Williams<br />

(1999) presented design guidance for snow drifting for the new US stati<strong>on</strong>. They<br />

discussed the various design recommendati<strong>on</strong>s resulting from various analysis<br />

techniques, which included three-dimensi<strong>on</strong>al computati<strong>on</strong>al fluid dynamics, water<br />

plume snow simulati<strong>on</strong> (using s<strong>and</strong> <strong>and</strong> water to reproduce snowdrifts), <strong>and</strong> wind-tunnel<br />

testing. Analysis included the effect of different building shapes <strong>and</strong> features <strong>on</strong><br />

snowdrift depositi<strong>on</strong> patterns. Recommended snowdrift design guidance included three<br />

suggesti<strong>on</strong>s.<br />

• Elevate buildings sufficiently above the snow surface.<br />

• Orient a row of linked buildings perpendicular to the prevailing winds.<br />

• Underst<strong>and</strong> that snow drifting will invariably occur; therefore, sensitive activities<br />

should be located away from the snow depositi<strong>on</strong> area.<br />

Delpech et al. (1998) used real snow in a climatic wind tunnel to investigate windinduced<br />

snow drifting around the C<strong>on</strong>cordia stati<strong>on</strong> in Antarctica, which c<strong>on</strong>sisted of two<br />

cylindrical buildings c<strong>on</strong>nected by a gangway. Each building is three floors high, 17 m<br />

(56 ft.) in diameter, <strong>and</strong> is elevated <strong>on</strong> six piles with hydraulic jacks for height<br />

adjustment. To alleviate the snowdrift hazard around the buildings, they investigated<br />

various types of attachments to the buildings that would accelerate the airflow under <strong>and</strong><br />

between the two cylindrical buildings. Accelerating the airflow reduces snow depositi<strong>on</strong><br />

<strong>and</strong> blows the snow away from the building to the leeward directi<strong>on</strong>. Attachments<br />

investigated included:<br />

• a horiz<strong>on</strong>tal rounded streamlining edge at the bottom of the building <strong>on</strong> the windward<br />

side, which accelerates the airflow under the building;<br />

• guide vane walls fitted <strong>on</strong> each side of the cylindrical buildings from the floor to the<br />

ground surface; <strong>and</strong><br />

• an opti<strong>on</strong>al attachment to the gangway between the two buildings made of vertical<br />

rounded walls, which speeds up the airflow between the two buildings.<br />

Delpech et al. (1998) c<strong>on</strong>cluded that the most effective c<strong>on</strong>figurati<strong>on</strong> was the l<strong>on</strong>g guide<br />

vane <strong>on</strong> each side of the buildings.<br />

PERD-079: Task 2 - <str<strong>on</strong>g>Literature</str<strong>on</strong>g> <str<strong>on</strong>g>Review</str<strong>on</strong>g> 54

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