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1 The University of Calgary, 2500 University Drive NW., Calgary, Alberta, Canada.

2 Mountain Watch Inc. Suite 900, 840 7t h Avenue SW., Calgary, Alberta, Canada.

3 Selkirk District Office, Ministry of Transportation and Highways, Revelstoke, British Columbia, Canada.
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INTRODUCTION returns to an upright position ready to monitor the next
The forecasting of glide avalanches is particularly impor- avalanche cycle.
tant when human life or structures are threatened. The
best way to reduce the impact of such avalanches is by METHODOLOGY
suitable controls. Control requires that closures are in ef- The starting zonedimensions (Figure 1) are75 meters wide
fect during unstable periods and/or explosives are used to by 250 meters long with a ground surface of grass through-
minimize any risks. However, gliding, and the stability of out. The remote weather station, from which weather
a glide slabs are not easy to predict rendering the control correlation's were taken, is located a short distance from
process a challengingtask. Until recently it was thought the 3.7 start zone.
that water had to be present for gliding to occur [McClung
1987]. However, a two year study showed that in 88% of
the cases of gliding water was present at the snow ground
interface; theother 12%were duringcoldperiods [McClung
1990]. This, along with the fact that glide avalanchesdo
not necessarily occur during storm cycles, leads to the
conclusion thatforecastersrequire moreinformation if they
are to make accurate forecasts.
It is generallyagreedthat rapiddisplacementof the snow
pack occurs before glide avalanches[McClung 1987]. The
physical measurement of displacements in the snow pack
has been attempted in the field [Akitaya 1988, In der Gand
1966, Lackinger 1986] but all of these methods can only
measure one avalanche cycle. Thus, unfortunately, the
technology to provide forecasters with continuous glide Figure 2. Schematic of theProbe used to measure
monitoring throughout the a glide cycle season has not as tilt angles on the glide slope
yet been developed.
This paper presents a new approach which has the po- Glide monitoring was achieved through sprung probes
tential to measure snow motion throughout the winter (Figure 2) mounted in the native ground surface of the
season. The avalanchestarting zone chosenwas path #3.7 avalanche starting zone. Three probes were installed in
at Galena Pass, British Columbia. Path 3.7 is a southeast the 3.7 starting zone, in a downslope, inline array with 50
aspect with a vertical fall to the highway of 700 meters. meters between each sensor (Figure 3). The probe located
The instrumentation was a sprung probe which tilts as the near the top of the slope was approximately 20 meters
snow moves. Once the slope has avalanched the probe below the highest glide crack location. One inch threaded
rod was grouted into the ground, andwhen the probe was
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