1 2 3 4 5 6

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A v a l a n c h e

D y n a m i c s

a n d

D e f e n ce

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Tab.1: avalanche dynamic calculations, Pontresina - ValGiandains


Community 5-15%.Because of the high costs supportingline 1890 m, well above the houses. No damages havebeen
structures are usedmostly for the protection of settlements.recorded. The heightof the snow deposits was less than 1
In the SwissAlps supporting structures in thestartingzonem (Fig.1).
have been used foravalanchecontrol forabout 120 years.On March 30, 1964, an avalanchewith exactly the same
Until today supportingstructures withatotal lengthof somestartingzone like1994had beenobserved.Atthattime
470 kmhave been built.there were no structures in this starting zone.The snow
height was 140cm.The new snow height in the starting
2.CASE STUDIES
zonefrom27thto29thwasabout110cmwithamean
Theinteraction ofsupportingstructureswiththe snow-density of 77 kg/m3 . The snow fell on the icy surface of an
pack has been studied forseveral winters in selected ar-old snowpack only 0.6 m deep. The avalanchestopped on
eas.Aftercritical avalanche periods monitoring flights tothe main road of Pontresina inbetween the houses.The
controlledareashavebeenmadebySFISARandlocalrunout was 350 m longer than1994. The snow deposit was
responsibles.If possible field visitswere added. Two ex-several meters high.
amples are given to illustrate avalanching in defenseareasHow can this difference be explained? The main start-
composed of modern supporting structures:ing zone is between the contourlines 2620m and 2500 m.
Thewidthoftheunconfinedslopeis290mandthe
Pontresina - Val Giandains, 8/9.1.1994
inclinationyis37º.Atfirstavalanchedynamiccalcula-
Avalanchedefensework above the village of Pontresina intions with the Voellmy-Salm model without any support-
the Engadinvalley beganat the endof the last century withing structuresare made(situation A, 1964). The slab thick-
stone terraces and afforestation.In the main starting zoneness d is 0.9 m.
of the Val Giandains avalanche 1360m of 3 mhigh steelThen calculations are made fora width of 200 mwith
constructionshavebeenbuiltbetween1982and1989.structures andfor a width of 90 m without structures (situ-
About25%oftheentirestartingzoneof8hectaresisation B,1994).The slope distance among the 6 lines is 19
protected. In the northern gully and above the controlledm (Fig.2).It is assumed that the slab avalanche started si-
area are secondary starting zones.multaneously on the whole area. In the controlled area the
The Giandains avalanche occurred during the night ofslabisseparatedbythelinesofstructures.Thesnow
January 8/9,1994,aftera snowfall from the 7th to the 9thimpacts the next line before it reachesfull speed. Through
of about 105 cm on a weak snowpack. The mean density ofthe impact a loss of energy and mass occurs. This is taken
the new snow was 111kg/m3 .The snowheight was esti-into account by varying the turbulence coefficientyfrom
matedto120cm,thatmeansonethirdofthestructure1000to 500 m/s2and by reducing the flow depth d from
height.During the period of snow fallheavy winds blew0.9mto0.5m.Thespeedvinrelation tothecovered
from the south.The Swiss avalanche bulletin indicated adistance x can be expressed (Voellmy, 1955):
high degree of danger.v2= dxsiny -m cosy( (1-e-(2 gª x/ dx).
Picturesshow thatatfirsta smalldryslabavalancheThe flow rate Q flowing through the bottom of the con-
started at 2800 m in a leeward slope. Afterwards the wholetrolled area is calculated with the smallerspeed and the
starting zone fractured, in the controlled area (inclinationreducedflow depth. Because of the smaller speed and the
38º, slope distance betweenthe lines 19 m) too. The crownsmaller volume of the avalanchingsnow the dynamic fric-
surface occurred along thesupportsofthe structures.Intion coefficientyis increasedfrom 0.25 to 0.27 in the track
the averageabout 20-50%of the sliding snow was stoppedand runout.
bythestructures.The propagation oftheshearfractureThe calculations show that the structures reduced the
could not beavoided.The avalanche stopped at contourspeedoftheavalancheattheendofthestartingzone
from19.1m/sto10.0m/sand theflowratefrom4983

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