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Drift-FluxModellingandNumerical

SimulationofSnow-Accumulation

S undsbø

Per-A rne

Narvik Institute of Technology, Dep. of Building Science, Narvik, Norway

Telephone: (+47)76 92 21 94, Fax: (+47)76 94 48 66, e- mail: Per.Arne.Sundsbo@hin.no


Key Words: Snow Drift, Snow Fence, CFDabout 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.Thisis probably true formost snow drift
This paper presentsa methodfor two-dimensional numeri-situationswitha similarvelocityandsnowquality,but
calsimulationsofsnowdrift.Thenumericalmodelisaverage snow particle sizes may vary due to climate and
based ontwo-phase,gas-gastheorywhere snow and airstorage conditions.Creep may be the prevailing drift fac-
mainly are transported as dilute suspension. Transport bytorforsnow consisting of large grains that are aged fora
creep and saltation isconsidered by imposing transportfew 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 frictionpatterns similar to sand waves that often can be observed
velocity is below the thresholdfor particle movements andon a sandy beach. Otherdrift occurrences are dominated
the new snow surface willaffect the wind velocityfieldby driftofparticles small enough to gointosuspension.
similar to real conditions. The numerical model is imple-Thesesmallerparticlesareeasilycarriedaway bylarge
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 variationstrajectory heights it islikely toassume that transport by
arenot considered.Simulation of the developmentof snowsuspension is significant around tall constructions orin
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 problemconsidered
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 manyempirical rules.Transport of the snow phase is governed
investigators during the years (Schmidt, 1980). Most stud-by the airflowand a small relative velocitybetween the
ies havebeen carried out byperforming experiments intwo 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-issmallcompared tothetotalmixtureofsnowand air.
edge regarding the physics of snow drift but of less valueEffects fromdrifting snow particles on the mean airflow
as design tools forthe common engineer.are therefore neglected. This one-way coupling where the
Initiation of particle movements along the ground oc-airphase controls the snow transport,is debatable,espe-
curswherethesurfaceshearstressreachesacertaincially forthe ratherimportant modelling of saltation.On
criticalvalue.Afurtherincreaseabove thisthresholdthe other hand, the depositedsnow is considered to affect
shear stress will extend the vertical distribution of snowmean velocitycalculations.Deposited snow istreated as
particles and consequently increase the snow transport.a solid surface as long as the surface shear stress is below
Snow willbe transporteddownwinduntilthe surfacethe limitforerosion.Thus,the one-waycoupling situa-
shearstressis reduced beneath the threshold value fortionbetweenairbornesnowandwindisnowreversed
relocationofdepositedparticles.Thewindcannotsince the deposited snow is the controlling factor.
longermaintain a vertical distribution of particles andSnow transport in the saltation layerisdominated by
depositions are formed.heavy particle transport andthere exists no rigorous theory
The surface shear stress is related to the vertical windfor this type of modelling. Consequently, empirical knowl-
profile bythe friction velocity(u=[!]to / r ),whichisde-edgeisappliedtomodeltranspo
givrtbybothcreepand
termined byfield measurements.Aen type of snowsaltation.Transportofsnowin suspensionbythemean
withacertainqualityandparticledistributionseemsflow isconsidered,but the contribution of turbulent dif-
tohave a characteristic threshold value forfriction ve-fusion on suspended snow is neglected.
locityorsurface shearstress forwhich transport prop-In general,the flow situation considered in this paper
ertiesare defined.is two dimensional,mechanical snow drift.Temperature
Snow drift may occur as creep, saltation or suspension.variations,phase changes and storage conditionsare 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, saltationoverall result. There are some questions arising about how
and suspension refer to the way particles move by rollingto apply such statistically expected climate factors in nu-
on thesurface,jumping nearthe surface and being sus-merical modelling.
pended inthe windand broughtfurtherawayfromthe
surface.Investigationofblowingsnowperformedby
Kobayashi (1972) concludes withthat saltation is thedomi-
nantmechanismforsnowtransportatwindspeedsof

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