|

Key Words: Snow Drift, Snow Fence, CFD about 10 m/s, measured at a reference height of 10 m. He
estimated that 90% of the total mass flux was within the
ABSTRACT saltation layer. This is probably true for most snow drift
This paper presentsa methodfor two-dimensional numeri- situations with a similar velocity and snow quality, but
cal simulations of snow drift. The numerical model is average snow particle sizes may vary due to climate and
based on two-phase, gas-gas theory where snow and air storage conditions. Creep may be the prevailing drift fac-
mainly are transported as dilute suspension. Transport by tor for snow consisting of large grains that are aged for a
creep and saltation is considered by imposing transport few days without being exposed for drifting winds (Tabler,
above the snow surface according to experimental knowl- 1988b). In these situation snow deposition forms in wave
edge. Snow is accumulated where the calculated friction patterns similar to sand waves that often can be observed
velocity is below the thresholdfor particle movements and on a sandy beach. Other drift occurrences are dominated
the new snow surface will affect the wind velocity field by drift of particles small enough to go into suspension.
similar to real conditions. The numerical model is imple- These smaller particles are easily carried away by large
mented in a general transient computer code based on fi- eddies extendingup to hundredsof meters above the snow
nite-volume technique. Effects on the packing due to stor- surface. Since saltation is a phenomenon limited by short
age conditions, such as rainfalland temperature variations trajectory heights it is likely to assume that transport by
arenot considered.Simulation of the developmentof snow suspension is significant around tall constructions or in
accumulations around a typical porous snow fence is per- high mountain terrain.
formed and the result seems to be in good agreementwith
experimental data. The flow problem considered
Snow drift is considered as a two-phase flow problem that
INTRODUCTION is modelled by gas-gas technique and with the useof some
The mechanismof snow drift has beenthe subject for many empirical rules. Transport of the snow phase is governed
investigators during the years (Schmidt, 1980). Most stud- by the airflow and a small relative velocity between the
ies have been carried out by performing experiments in two phases allows drift and settling with respect to the air
the field (Tabler, 1988b) or in wind tunnels(Iversen, 1979). phase. It is assumed that the amount of snow in transport
These methods arestill important to strengthenour knowl- is small compared to the total mixture of snow and air.
edge regarding the physics of snow drift but of less value Effects from drifting snow particles on the mean airflow
as design tools for the common engineer. are therefore neglected. This one-way coupling where the
Initiation of particle movements along the ground oc- air phase controls the snow transport, is debatable, espe-
curs where the surface shear stress reaches a certain cially for the rather important modelling of saltation. On
critical value. A further increase above this threshold the other hand, the depositedsnow is considered to affect
shear stress will extend the vertical distribution of snow mean velocity calculations. Deposited snow is treated as
particles and consequently increase the snow transport. a solid surface as long as the surface shear stress is below
Snow will be transported downwind until the surface the limit for erosion. Thus, the one-way coupling situa-
shear stress is reduced beneath the threshold value for tion between airborne snow and wind is now reversed
relocation of deposited particles. The wind can not since the deposited snow is the controlling factor.
longer maintain a vertical distribution of particles and Snow transport in the saltation layer is dominated by
depositions are formed. heavy particle transport andthere exists no rigorous theory
The surface shear stress is related to the vertical wind for this type of modelling. Consequently, empirical knowl-
profile by the friction velocity (u=[!]to / r ), which is de- edge is applied to model transpo
giv rt by both creep and
termined by field measurements. A en type of snow saltation. Transport of snow in suspension by the mean
with a certain quality and particle distribution seems flow is considered, but the contribution of turbulent dif-
to have a characteristic threshold value for friction ve- fusion on suspended snow is neglected.
locity or surface shear stress for which transport prop- In general, the flow situation considered in this paper
erties are defined. is two dimensional, mechanical snow drift. Temperature
Snow drift may occur as creep, saltation or suspension. variations, phase changes and storage conditions are ne-
In most situations where snow drift analysis is requested, glected even if they might have a substantial effect on the
all the three transport modes are present. Creep, saltation overall result. There are some questions arising about how
and suspension refer to the way particles move by rolling to apply such statistically expected climate factors in nu-
on the surface, jumping near the surface and being sus- merical modelling.
pended in the wind and brought further away from the
surface. Investigation of blowing snow performed by
Kobayashi (1972) concludes withthat saltation is thedomi-
nant mechanism for snow transport at wind speeds of
|
 |