U. S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
WASATCH NATIONAL FOREST
ALTA AVALANCHE STUDY
CENTER
Project B
Progress Report No. I
THE
RELATION OF CRYSTAL RIMING TO AVALANCHE FORMATION IN NEW SNOW
Edward R. LaChapelle
Avalanche Hazard Forecaster
Wasatch National Forest
Department of
Atmospheric Sciences University of Washington*
May 1966
ABSTRACT
New snow avalanches are forecast by a study of contributory snow and weather factors. This
method can be refined by considering effects of riming on snow crystal types and its
variation during storms. Rimefree crystals form unstable snow layers which avalanche
readily. Partial riming leads to greater initial stability, but this can allow dangerously
thick snow layers to accumulate before a soft slab is released. Thick layers of graupel
have a peculiar disposition to form slab avalanches due to the high density and large
effective grain size. The empirical basis for these conclusions is illustrated by examples
from storm and avalanche case histories. Theoretical speculation is developed to account
for these effects of snow crystal riming in terms of the sintering process.
INTRODUCTION
This paper concerns the problem of forecasting direct-action avalanches in new snow. These
run during or immediately after a snowfall; they are most commonly, but not necessarily,
soft slabs (de Quervain, 1965). The forecasting of climax avalanches, which depends on
investigation of structural weaknesses in the snow cover, will not be discussed.
Criteria in the form of contributory factors have been used as a basis for anticipating
direction-action avalanche hazard from observable snow and weather conditions. (U.S.
Forest Service, 1952, 1961; LaChapelle, 1965) A number of factors were identified as
significant (see below) at an early date. Experience in the United States during the past
two decades has confirmed their validity. Many of these factors are interrelated, although
new snow depth, precipitation, wind velocity and air temperature are probably the dominant
ones. All were chosen empirically, though there are reasons to believe that some would be
significant from a theoretical standpoint. Each has survived on the pragmatic basis of
demonstrated usefulness.
From the start it has been explicitly recognized that other factors may also be
significant, or that the present ones are inadequately evaluated. Specific notice has been
taken of the unexplored possibilities in new snow type (U. S. Forest Service, 1961).
Importance of this factor has recently been restated, in general if not in specific terms,
by Zingg (1965). Lack of specifics, in fact, has persistently characterized consideration
of this factor. Broad and somewhat loose terminology like "pellet",
"powder'', or "granular" is used to classify the types of new snow. An
accumulating body of evidence suggests that new snow type may play a more important role
than hitherto assigned to it. Accuracy of direct-action avalanche forecasting can be
substantially enhanced by specific knowledge on this point. It is the thesis of this paper
that the character of the failing crystals during a storm plays an important part in new
snow stability. Specifically, the degree of riming on falling snow crystals
influences mechanical properties of deposited snow in a recognizable fashion.
THE EVIDENCE AND ITS INTERPRETATION
Rimed Snow Crystals. The accreation of rime particles (frozen supercooled water
droplets) on falling snow crystals appears to be a common phenomenon. Yosida (1955)
reports that most of the snow falling at Sapporo, Japan, exhibits rimed crystals. A
comparable condition is found at Alta, Utah, USA, where completely rime-free snow crystals
may occur only in one snowfall out of ten. There is little information available on the
climatology and geography of crystal riming, for observations of this phenomenon is not a
part of standard meteorological records. The percentage of occurrence may well be much
lower in some localities. The famous collection of snow crystal photographs by Bentley in
Vermont, USA, contains very few examples of rimed crystals, although the degree of
selection that was exercised has not been stated (Bentley and Humphreys, 1931). The
required presence of a super- cooled water cloud eliminates the possibility of crystal
riming at temperatures below -40 0 C. Riming appears to be most common when precipitation
at moderate temperatures is generated from pre-frontal clouds by strong orographic
lifting. The observed effect ranges through a complete spectrum from a few scattered rime
particles per crystal to the dense pellets of graupel.
Data Sources. The following observations on the effects of snow crystal riming on
avalanche formation have been made over a period of 13 years, largely at Alta, Utah. This
site is located in the Wasatch Mountains of Utah, which rise abruptly along the eastern
margin of the Great Basin. Snowfall varies from 9 to 15 meters per year. Winter
temperatures are relatively mild but periods of mid-winter thaw are rare. Most snowfall
occurs at temperatures between -5 degrees and -15 degrees C., although storms at both
colder and warmer extremes occur from time to time. The climate lies between the maritime
conditions of the Pacific Coast and the continental climate of the high Colorado Rocky
Mountains to the east. Character of the snow cover varies widely from year to year,
reflecting at one time a continental regime, at another a semi-maritime condition. Large
snow avalanches are widespread and frequent, occurring in a wide range of types.
It is not easy to evaluate contributory avalanche factors, for many are interrelated. This
is especially true for statistical analysis, because adequate data samples collected by
reliable observers are hard to obtain. Even if they were available, the significance of a
statistical analysis for such complex relations might be difficult to appraise. A rational
interpretation of physical cause-and-effect which is first suggested and later confirmed
by field observations is more fruitful for such problems as the interaction between
variable weather and ephemeral snow conditions. Such is the approach adopted here.
Observations serving as a basis for the present interpretations are of three types: (1)
Routine records of weather, snow, and avalanches maintained by U. S. Forest Service snow
rangers. These records at Alta, Utah, date from 1945; they are complete but vary widely
from year to year in quality of technical details. (2) A careful- study of individual
storms, including macrophotography of falling snow crystals, since 1959. These provide
excellent technical detail, but an erratic and sometimes poor sampling of storms in the
normal course of a winter. (3) Habitual field observations by the author of falling snow
crystal types (hand lense examination) for more than a decade.
The Formation of Soft Slab Avalanches. This avalanche type forms from snow of
relatively low cohesion which still exhibits the formation of tension cracks and slides
away from a fracture line as a distinct layer characteristic of slab avalanches. Adhesion
of a new snowfall to the previous snow surface is one of the determining variables.
Precipitation intensity, the rate at which the snow load is deposited, often plays a
dominant role. Some wind drifting is required, but soft slab formation is not strictly
confined to lee deposition areas. The minimum critical wind velocity is around 6 to 7 m
sec-1. The probable occurrence of a maximum critical velocity, above which
avalanching is rare, has also been observed at around 30 m sec-1. Temperature
trends have a subtler effect, often exerted indirectly by influencing new snow density.
The latter factor is important, soft slab formation being strongly related to the higher
new snow densities. A significant negative influence is exerted by "sluffing",
the natural release of many small, loose- snow avalanches which tend to stabilize the
steeper slopes against the formation of thick slabs. Sluffing is most common at new snow
densities below about 0.07 g cm-3. Soft slab avalanche hazard seldom persists
for long periods, for metamorphism and settlement rapidly alter the snow conditions
prevailing at the time of deposition. Constructive metamorphism in a soft slab may
occasionally precipitate a, delayed avalanche, but more frequently these slabs are
stabilized by settlement.
The importance of graupel (Figure le) to soft slab formation has long been noted. At times
a shallow layer of coarse graupel deposited at relatively low temperatures (under -6
degrees C.) may occur as cohesionless pellets which offer poor anchorage to subsequent
snowfalls and thus serve as the lubricating layer of a soft slab avalanche. More commonly,
graupel forms a dense, cohesive slab layer. When such a layer reaches 20 to 30 cm in
thickness, dangerous avalanches are common. The high density of newly-deposited graupel
(up to 0.25 g cm-3) in relation to its relatively low tensile strength causes
readily-fractured soft slabs. Probably just as important is the high viscosity associated
with effective grain sizes up to 8-10 mm, for this would inhibit stress relaxation.
The type of new-fallen snow loosely described as "granular', also contributes to soft
slab formation. Stabilizing loose- snow sluffs are rare. Deposited new snow density tends
to be above 0.10 g cm-3. Layers more than 25-30 cm thick have a notable
tendency to avalanche if deposited in the presence of wind. Microscopic examination of
this snow type shows it to consist of small crystals or fragments or large ones, all
heavily rimed but lacking the dense structure of large graupel pellets (Figure 1d).
Soft slab layers built up from strongly rimed but still recognizably stellar crystals
(Figure 1c) retain some of the avalanching characteristics of those formed from graupel or
"granular" snow. Under favorable circumstances (adequate wind, precipitation
intensity, and new snow depth), large soft slab avalanches may be released. Tension cracks
originate readily in mechanically disturbed slab layers of such snow, although they may
have a soft, felt-like texture of very low bearing capacity and little apparent mechanical
strength. Minor sluffing may occur. Avalanches in such snow still release by
characteristic slab fractures, but resemble loose snow avalanches once they are in motion.
As the amount of rime on stellar crystals decreases (Figure lb), so does the probability
of large soft slab avalanches. Snow layers formed from such crystals appear much less able
to sustain tensile stresses than the types described above. Sluffing is common.
Occasionally, shallow and very soft slabs may form, but these run as generally harmless
small avalanches. In respect to layers formed from heavily rimed crystals or graupel, such
snow is unstable and very seldom builds up to dangerous thicknesses on steep slopes; it
runs off as sluffs first.
Direct-action avalanches, especially soft slabs, exhibit a contradictory behavior of
newly-deposited snow. The eventual formation of a slab avalanche hazard becomes more
probable as the initial instability of the new snow decreases. Highly unstable
snow does not form a serious hazard by virtue of the very fact that it slides so easily.
The avalanches, small and mostly harmless, run long before the snow accumulates to a depth
where they might be dangerous. As the degree of cohesion among crystals increases, the
snow initially is more stable and has the opportunity to build up thick layers capable of
temporarily sustaining stresses but eventually fracturing as slabs. Field evidence in the
form of observed soft slab behavior strongly suggests that this degree of cohesion is
directly related to the amount of rime on the falling crystals. In the absence of rime,
the crystals cohere poorly, the snow layer they form avalanches easily and a serious
hazard from large avalanches seldom occurs.
(Examples in the form of storm and avalanche case histories will be presented in the final
version of this paper to be submitted in August 1966).
Snow crystal characteristics do not, of course, hold the entire key to occurrence of such
avalanches. The pre- requisite of suitable terrain is assumed. Other determining
contributory factors must be favorable. A certain minimum new snow depth must be attained;
25-30 cm is the critical minimum for dangerous soft slabs. Precipitation intensity must be
high enough (above 2.5 mm of water per hour, roughly) to surmount the stabilizing
influences of metamorphism and settlement. But when these and other conditions are met,
there still remains a highly variable behavior of newly-deposited snow**. At times large avalanches may occur widely, while at
others, with very similar contributory factors, only extensive sluffing is observed.
Evidence accumulated in the climate of northern Utah indicates that this difference is
dictated by the degree of riming on failing snow crystals in the manner outlined above.
Interpretation. A community of deposited snow crystals gains its bulk strength
from cohesion among the individual particles. As soon as the crystal branches touch one
another without further disturbance, the sintering process begins to establish bonds at
the contact points. Mass transfer, principally by vapor diffusion, deposits ice to bridge
the contacts and welds them together. (Hobbs and Mason, 1964) Bulk mechanical strength of
the snow layer will be determined by the number of these bonds as well as the structure of
the original crystals If the crystals are rime-free, there is an opportunity to form a
single sintered bond at each contact between arms of adjacent crystals. In the case of
stellar or dendritic crystals, mechanical interlocking is also possible, contributing to
the felt-like structure of low- density new snow. Given the same crystals forming the same
matrix, but rime particles coating each with a pebbled surface, each contact between arms
finds more than one possible juncture or near - juncture between rime particles and thus
the opportunity for multiple sintering bonds. If these bonds are favored at certain
relative crystallographic orientations of the two contacting ice particles, then the
multiple contacts of rimed particles will offer augmented probability for the encounter of
favored orientations.
As the degree of riming increases, the branched crystals become filled and mechanical
interlocking is no longer possible. Instead of a readily deformed felt-like structure, the
snow takes on the character of a coarse-grained aggregate which culminates in the stiff,
dense graupel layer. Although viscosity measurements related to different types of new
snow appear to be scarce, presumably even the incipient forms of graupel associated with
partial riming must exhibit a heightened viscosity serving to forestall stress relief
through plastic deformation.
Conclusions. On the basis of empirical field experience, there appears to be a
definite relationship between snow crystal riming and stability of the deposited snow
layers. Rime-free crystals form highly unstable snow which sluffs readily and does not
generate dangerous soft slabs. As the degree of riming increases, a pseudo-stability
allows accretion of layers capable of sustaining stresses and forming large slab
avalanches. Numerous illustrative examples of this relationship are available from the
climate of northern Utah. There appears to be a rational explanation of the relationship
in terms of sintering phenomena, but it has not been rigorously proved. The acquisition of
a sufficiently large sample of data collected by reliable observers will probably require
a number of years before a meaningful statistical comparison can be obtained. In the
meantime, tests of mechanical properties of newly-fallen snow could either confirm or deny
the validity of present speculation about reasons for the effects of riming. This type of
snow is difficult to manipulate in the laboratory, but it should be possible to devise in
situ field tests --- for instance, large cone pentrometers or shear vanes --- which
would yield information on the relative strength properties of low-density new snow.
Viscosity measurements would be more difficult.
_____________________________
*Paper submitted May 3, 1966, as abbreviated pre-print version for the International
Conference on the Physics of Snow and Ice, Sapporo, Japan, August, 1966.
** Another aspect of this variable behavior is introduced when new snow falls on an
unstable base such as depth hoar. All forms of snow will avalanche from a sufficiently
unstable depth hoar layer. But this represents a climax avalanche situation reached by
internal metamorphism of already-deposited snow, which is beyond the scope of this paper.
Figure 1.
The principal stages of riming on stellar crystals, from rime-free
(a) to graupel (e). The new snow type sometimes called "granular" is
illustrated by (d).
Figure 2.
Schematic relations between snow crystal riming, initial instability
of deposited layers, and avalanche hazard.
REFERENCES
1) Bentley, W. A. and W. J.
Humphreys 1931 Snow Crystals. Dover Reprint T287, Dover Publications, Inc. New York. 226
pp.
2) Hobbs, P. V. and B. J. Mason 1964 The sintering and adhesion of ice. Philosophical
Magazine, Vol. 9, No. 98, pp 181-197.
3) LaChapelle, E. 1965 Avalanche forecasting--a modern systhesis. International Symposium
on Scientific Aspects of Snow and Ice Avalanches, Davox, Switzerland. (Proceedings in
press as IASH volume.)
4) de Quervain, M. 1965 On avalanche classification. International Symposium on Scientific
Aspects of Snow and Ice Avalanches, Davos, Switzerland. (Proceedings in press as IASH
volume.)
5) U. S. Forest Service 1952 Avalanche Handbook. Department of Agriculture, Washington,
D.C. 146 pp.
6) U. S. Forest Service 1961 Snow Avalanches. Department of Agriculture Handbook No. 194,
Washington, D. C. 84 pp.
7) Yosida, Z. 1955 Physical studies on deposited snow. I. Thermal properties. Contr. from
the Institute of Low Temperature Science, No. 7, pp 19-74.
8) Zingg, T. 1965 Relation between weather situation, snow metamorphism and avalanche
activity. International Symposium on Scientific Aspects of Snow and Ice Avalanches.
(Proceedings in press as IASH volume.)