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while it took about a half of second to cover the top sensor.
This was due to deceleration of the slide.
The second slide recorded was on 3/19/96. It was on a
sunny day with approximately 20 cm of new snow from
two days prior. The warm weather was stabilizing the
snowpack. The shear plate and the optical velocity sen-
sors were the only instrumentation applied to this slide.
Four pounds of explosive were used to trigger a relatively
small slide traveling at around6 m/s with very small pow-
der cloud. The bulk of the slide passed the shed in about
1.3 seconds, reaching an estimated maximum depth of
about 30 cm before stalling out high in the runout zone.
The estimated flow depth for this slide was taken from
video and checkedwith measurements of the normal stress
combined with an approximation of the slide averageden-
sity. In this case a smaller sluff arrived at the instrument
shed first and was over taken by the main slide. This can
be seen in the plate data (Figure 4). The plate data also
shows that both the normal and shear stresses continue
decreasing once theslide has come to a stop. It is believed
that this is caused by the plate slowly slipping back to its
unstrained position and sintering of deposited snow
bridging the plate. It can be seen in Figure 5 that the shear
to normal stress ratio (S/N) remains high throughout the
slide, averaging about .85. Approximately 15-20 cm of
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Figure 4

to the applied stresses. Prior to the slide the plate surface
is preparedwith alayer of snow and calibratedwith several
known weights.
Ideally, the shear angle of the snow will be equal to but
not less than the slope angle keepingdeposition to a mini-
mum. A lower shearanglewouldcauseerosion of theslope,
and since the slope is artificially prepared, erosion would
degrade the results.
Error is introducedinthe dataas theslide depositssnow
on the plate. This error is due to the shear and normal
components of the deposited snow's weight. This also
introduces error in the flow depth measurement because
the depth gaugeincludes in its measures the height of the
deposited snow beneath the slide. It is assumed that if
deposition is minimized and limited to that due to fric-
tional deceleration then these errors are small.

RESULTS

During the winter of 1996 implementation of new instru-
mentation was performed for several avalanches. The
optical sensors were used on all of the slides to measure
velocities, but attempts to calibrated them for density
measurements was only attempted once. The instrumen-
tation for capacitanceprobe was only availablefor oneslide
this last winter. The shear plate was installed for our last
two slides, while the depth gaugewas only used for one.
Prior to the first slide on 3/27/96, a cold front came
though and deposited 76 cm of new snow and dropped
temperatures below 0 o F with high easterly winds. Ideal
avalancheconditionsallowed us to releaseour largest slide
of the season. With 6 lbs. of explosives a large slab was
released running approximately 1.5 m deep and traveling
up to 8 m/s. The capacitance probe and the optical sen-
sors measuring velocity, were the only instrumentation
applied to this slide. The capacitance sensors measured
densities at only 1 cm and 6 cm above the slide running
surface. The data shows that the density at 1 cm above the
runningsurfacewas in the rangeof 450 Kg/m3 and quickly
decreasing to about 300 Kg/m3 at 6 cm. This indicates that
the density of the slide quickly decreases in the first few
centimeters and then decreases very little toward the sur-
face of the slide. Although on a whole there was little
deposition on the runningsurface with this slide, the data
indicates that the sensors were quickly buried. The bot-
tom sensor was covered in less than a tenth of a second,
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