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Studies of the Polar Ionosphere using Digital Ionosonde Techniques. URSI General Assembly '99, University of Toronto, Canada, August, 1999, 1999 (Ref: 8875)
Category 3: Conference paper

A Lowell DPS-4 digital ionosonde has operated at the Australian Antarctic polar cap station of Casey (-80.6o CGM latitude) since early 1993. During that time the DPS-4 has been operated in a routine mode to obtain an extended database of background ionospheric drift measurements [1].

Dynamics of the Polar Cap Ionosphere: A Study of Polar Patches above Casey, Antarctica. IUGG99, The 22nd General Assembly of the International Union of Geodesy and Geophysics, University of Birmingham, UK, July 1999, 1999 (Ref: 8870)
Category 3: Conference paper

A Lowell Digital Ionosonde (DPS-4) has operated at the Australian Antarctic polar cap station Casey (-80.6o CGM latitude), since early 1993, primarily to study the dynamics of the southern polar cap ionosphere. To gain a better understanding of the ionospheric motions involved…

Digisonde measurements from Casey base, Antarctica. IRI'99 URSI/COSPAR International Reference Ionosphere Workshop, Center for Atmospheric Research, University of Massachusetts, Lowell, USA, August, 1999, 1999 (Ref: 8872)
Category 3: Conference paper

A Lowell DPS-4 digital ionosonde has operated at the Australian Antarctic polar cap station of Casey (-80.6 deg CGM latitude) since early 1993.

Hydrology of Tierney Creek, Vestfold Hills, Antarctica. Polar Record, 1999 (Ref: 8726)
Authors:
Category 1: Peer-reviewed literature

The discharge in Tierney Creek from proglacial Chelnok Lake was recorded during the summer of 1987-88. In addition, air temperature, water temperature and radiation were recorded.

The Wilkes site hut-remediation project, Antarctica. Proceedings of the 7th ICOM-CC Working Group on Wet Organic Archaeological Materials Conference, 1999 (Ref: 9013)
Category 3: Conference paper

The presence of water, snow and ice in abandoned Antarctic buildings can cause serious problems for their preservation. This is due to mechanical damage from the waters changing state and mass, as well as biological damage from the growth of mould and the corrosion of metals in wet conditions.

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