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Key Words: Avalanche, Design-Avalanche, Slab, Densities,

Thickness

ABSTRACT

Observations of forest destruction throughoutvarious snow
climates suggest that design avalanches([!]100-year return
periods) usually result from fracture and release of thick,
widespreadslabs of newdry snow.Suchavalanchesusually
travel the longest distances into runout zones and prob-
ably achieve the largest velocities and impact energies.
Dry, new snow slab densities and thickness were esti-
mated from analysis of sustained storms of several days
duration at eleven sites in the United States. The sites
chosen representcontinental (Gothic, CO; YuleCreek, CO;
Elkton, CO; WolfCreek, CO) intermountain (Alta, UT; Jack-
son, WY)and maritime (Mammoth, CA; Alpine Meadows,
CA; Paradise, WA; Stevens Pass, OR; Mt. Hood, OR) snow
climates. The 18 storms selected for study were all charac-
terized by a steady increase in snowpack depth through
the storm period (e.g., accumulationexceededsettlement),
were below freezing,anddid not have rain associated with
the storm. Data were collected at standard high-elevation
snow study plots that represent starting zone conditions
wherewind effects were not important. Mean densities in
the new snow layer wereestimated by the relationship r =
HW/DH, where r = averagedensity of the new snow layer,
HW = the water equivalentduring the storm, and DH = the
snowpack depth increase during the storm.
The following conclusions result from the storm analy-
sis: (1) mean slab densities and thickness did not vary sig-
nificantly from one snow climate to another; (2) average
daily precipitation rates were greater within the maritime
climates, (3) storms were colder and of longer duration in
continental climates.

INTRODUCTION

As pointed out by de Quervain (1972) major avalanches
affecting valley-bottom locations in Switzerland are usu-
ally associated with storms of several days' duration in
which new snowfall exceeds about 1.2m. Salm, et. al.
(1990), defined a parameter d
o that is used to estimate the
thickness of new snow slabs resulting from major storms
of several days duration. Slab thickness was found to vary
with climateregionin Switzerland.Theassumption in both
the older and more recent Swiss work is that the major
"design" avalanches with return periods, T, on the order
of 100 years (30 years < T < 300 years) are associated with
thick slabs of new,dry snow.The resultingavalanchesreach
high velocities, producelarge impactpressures, andtravel
the longest distances into the runout zones where land
development and engineering works may be planned.
Direct observations of damage to forests and man-made
structures from avalanches with long return periods
throughout various climate regions of the United States
(Mears, 1992) confirms some of the Swiss assumptions.
Long-return period avalanchesthat affect the largest areas
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in the runout zones and produce the largest destructive
forces are usually associated with dry snow regardless of
the snow climate of a given site (McClung, 1990). Such
avalanchesachieve thelargest velocities and energies, and
cover the largest areas. Given a long return period, dry-
snow avalanches will produce the design, long return-
period avalanche in maritime as well as in continental
climates. Large avalanches of wet snow, or course, also
occur andmay producethelargestdepositdepthsandstatic
avalanche loads, particularly in maritime climates. Such
avalanches, however, because of lesser velocities, runout
distances and areas covered, usually do not produce the
design case for most land use planning and engineering
applications.
When structures must be exposed to the design ava-
lanche, information about avalanche-release volumes and
flow densities are necessary so the engineer can compute
impact pressures, forces, and moments on exposed struc-
tures. In some avalanche-dynamics models calculation of
avalanche flow thickness also depends on released snow
thickness and/or volume. Such information can be esti-
mated, as is done in Switzerland, from data on new slab
thickness and density. Avalanche velocities can be com-
puted independentlythroughapplicationof statistical and
physical modeling, as discussed by McClung (1984) and
Mears, (1992).

THE DATABASE AND "STORM" CHARACTERISTICS

The entire database of the Westwide Reporting Network,
consisting of 125 stations that reported weather recordsin
the United States during the period 1967-1995, was
searchedfor this study. Some of the record begin in 1944.
In addition, detailed snow and precipitation records from
Yule Creek, Colorado were made available by Mr. Chris
Landry of Yule Creek AvalancheServices. Of the reporting
stations available, 11 hadrecords of sufficientlength,detail,
and qualityto be useful in this study. Four stations (Gothic,
CO; Yule Creek, CO; Elkton, CO; and Wolf Creek, CO)
represented the continental sites, two stations (Alta, UT;
Jackson, WY) represented the intermountain climate, and
five stations (Alpine Meadows, CA; Mammoth, CA;
ParadiseRanier, WA; StevensPass, OR; and Mt. Hood, OR)
represented the maritime sites. As noted, many other sta-
tions have reported data to the Westwide Network, how-
ever, these data were not sufficient in detail and/or length
to be used in this study.
"Storms" were defined as any continuous period in
which (1) the snowpack increased in depth(i.e. newsnow
accumulation > settlement), (2) temperatures remained
below freezing throughout the period, and(3) rain did not
fall. Condition "1" defined the storm period andthe thick-
ness of the new snow slab. Conditions "2" and "3" are
important because either warm temperatures or rain will
tend to induce density increases. When above-freezing
temperatures are followed by cold temperatures melt-
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