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Influence of human activities and Influence of human activities and climatic change on permafrost at climatic change on permafrost at construction sites in Zermatt, Swiss Alps construction sites in Zermatt, Swiss Alps Zermatt is a touristic center in the Alps with alltogether 14,000 beds and more than one million official overnight stays per year. The necessary infrastructure consists of installations that often reach into permafrost areas, from the sporadic zone at about 2600 m a.s.l. up to the continuous permafrost zone above 3400 m a.s.l. The unglaciated permafrost area has a large vertical extension due to the surrounding high mountain ranges that reach above 4000 m a.s.l., resulting in a dry and sunny climate and a very high glacier equilibrium line. The infrastructure erected in the permafrost areas consists of: (a) hotels, restaurants and mountain huts; (b) stations buildings of railways, funiculars and ski lifts; (c) other related constructions as pylons, tunnels, elevators, shelters for vehicles, workshops etc., and (d) subsurface water pipes (for drinking water, artificial snowing of ski-runs), sewage, communication and electricity lines. Engineering geologists as well as the responsible persons for this infrastructure have become increasingly interested in the distribution and the characteristics of permafrost in the Zermatt area, as there have been problems due to permafrost degradation. The poster gives an inventory of existing constructions on probable and proven permafrost sites and describes problems encountered during the last 25 years. Rüdiger HOF, Lorenz KING & Thomas HERZ (Institute for Geography, Justus Liebig University, Giessen, Germany) Stephan GRUBER (Geographical Institute, University of Zurich, Switzerland) Besancon Milano Aosta Geneve Lausanne Sion Fribourg Neuchatel Luzern Aarau Basel Zürich Chur Bellinzona Bern A U S T R I A G E R M A N Y F R A N C E I T A L Y # S W I T Z E R L A N D 6 6 7 7 8 8 9 9 10 10 46 46 47 47 48 48 N E W S Zermatt area 3 Further construction sites on permafrost In addition to the described locations there are a great number of further installations erected on permafrost. The most important of these buildings are mentioned in Table 1 and the map above. Human activities as well as a further climatic warming will influence active layer processes. These may affect the foundations of the installations. Particularly the pylons of the funiculars react most sensitive to the movement caused by permafrost creep or degradation. Figure 5: View into the tunnel across the peak of Kleinmatterhorn (3820 m a.s.l.) Name Altitude (m a.s.l.) MAAT (°C) Kleinmatterhorn (station) 3820 -7,2 Kleinmatterhorn (summit elevator) 3883 -7,6 Testa Grigia (station) 3479 -5,3 Stockhorn (station) 3407 -4,9 Hohtälli (station) 3286 -4,2 Matterhorn Refuge 3260 -4,0 Rote Nase (station) 3250 4,0 Kulmhotel Gornergrat 3135 -3,3 Gornergrat rack railroad (top) 3090 -3,0 Trockener Steg (station) 2939 -2,2 Gandegg Refuge 3029 -2,7 Rothorn (station) 3103 -3,1 Table 1 : Installations on permafrost in the Zermatt area with altitudes and expected MAAT Figure 6: Kleinmatterhorn (3883 m a.s.l.) with funicular pylons (3012 m / 3025 m a.s.l.) References Keusen H.R. & W. Haeberli, W. 1983. Site investigation and foundation design aspects of cable car construction in Alpine permafrost at the ”Chli Matterhorn”, Wallis, Swiss Alps. In 4 th International Conference on Permafrost, Proceedings, Fairbanks, 17-22 July: 601-605 King, L. & A. Kalisch 1998. Permafrost distribution and implications for construction in the Zermatt area, Swiss Alps. In 7 th International Conference on Permafrost, Proceedings, Yellowknife, 23-27 June: 569-574. 4 Conclusion Degradation of permafrost due to climatic change and the influence of human activities are a serious challenge to touristic installations. Scientists working in permafrost areas therefore have the duty to give the necessary information to the managers of these installations and the authorities, so that facilities built on permafrost can be properly maintained. Acknowledgements : The project has been sponsored by the Deutsche Forschungsgemeinschaft (DFG). The BVZ/GGB railway company and the Bergbahnen Zermatt gave valuable logistical support during several field campains. 1 Kulmhotel and Funicular Gornergrat Gornergrat may be reached by a 9.3 km long rack railway line constructed between 1896 and 1898. The uppermost 500 meters have been added at its end in the year 1909 and the Kulmhotel Gornergrat was opened in 1910. The railway track and the hotel were mainly used in summer until the early fifties. Winter skiing became more and more attractive in the sixties when the hotel started to open also in winter. In the year 1985 two new astronomic observatories were added to the northern and southern towers and this caused a substantial additional load of the subsurface. Moreover, apartments for scientists were heated in the basement. Soon after this, the northern tower that was erected on frozen debris started to settle due to permafrost degradation. The subsidence between tower and hotel was controlled with geodetic measurements and strain gauges and concrete was injected in the foundation in order to stop the differential settlement. Today, ground temperature measurements show, that the ground below the tower is probably not frozen for a depth of about 10 meters (cf. Figure 1), while the active layer at undisturbed sites is less than 2.5 meters. This difference must be attributed to heating of the basement for almost 20 years. During recent years, subsidence appears to have stopped. Figure 1: View towards the Gornergrat Kulmhotel with the observatories in the northern (right) and southern tower (left). The prominent peak of Matterhorn (4478 m a.s.l.) is seen in the backgound Figure 2 illustrates the warming effect to the underground near the tower in the period summer 1995 to summer 1998 measured with Pt100 sensors. It is important to notice, that the annual average temperature measured close to the tower is about two degrees higher than the one at four meters distance . -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 Aug. 95 Okt. 95 Dez. 95 Feb. 96 Apr. 96 Jun. 96 Aug. 96 Okt. 96 Dez. 96 Jan. 97 Apr. 97 Mai. 97 Jul. 97 Sep. 97 Nov. 97 Jan. 98 Mrz. 98 Mai. 98 Jul. 98 temperature (°C) 4 m NW of tower: depth 2,2m close to the tower: depth 1,5 m tower: depth 1,25 m tower: depth 2,5 m Figure 2: Floating mean monthly ground temperatures below the northern tower of Kulmhotel 2 Funicular Kleinmatterhorn This funicular reaches up to 3820 m a.s.l. and has been constructed in 1981. It arrives at a tunnel cut in the northern wall of the mountain top. At its southern exit the ski run starts down to Zermatt. Bedrock temperatures as low as –12°C were reported during the construction (Keusen & Haeberli 1983). The same temperature was measured in the near surface rock material of the northern rockwall below the mountain top in a diploma study. The measured MAAT here was –8°C in the years 1998/99. Bedrock temperatures have risen now to –3 to –2°C at several localities (cf. Figure 3 and 4). This is due to heating and to the heat brought into the tunnel by the more than 490,000 visitors per year. Additional heat is created by almost 70,000 elevator movements per year, transporting tourists to the mountain top. In summer 1997, meltwater created problems when re- freezing in the elevator shaft (King et al. 1998). In view of the considerable temperature rise in the bedrock, temperatures are monitored since 1998 at ten places in order to take countermeasures if necessary. Figure 3: Cross sections (A,B,C) and map of mountain peak Kleinmatterhorn with touristic installations (10 meter contour lines) 1 2 3 4 Figure 4 represents the floating mean monthly temperatures at different places of the Kleinmatterhorn station measured with “UTL1- Miniloggers”. Whereas the linear temperature trend from 1998 to 2003 shows a nearly one degree decrease at the elevator shaft, the trend for the same period indicates a 0,5 - 1 degree increase in the storage room. This may be caused by the heat input from the highly frequented tunnel. -20 -18 -16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16 18 20 Mar-98 May-98 Jul-98 Sep-98 Nov-98 Jan-99 Mar-99 May-99 Jul-99 Sep-99 Nov-99 Jan-00 Mar-00 May-00 Jul-00 Sep-00 Nov-00 Dec-00 Mar-01 Apr-01 Jun-01 Aug-01 Oct-01 Dec-01 Feb-02 Apr-02 Jun-02 Aug-02 Oct-02 Dec-02 Feb-03 temperature (°C) engine compartment elevator shaft storage room air temperature 1 2 4 3 Figure 4: Floating mean monthly temperatures at different locations at the Kleinmatterhorn station (cp. Figure 3) likely permafrost possible permafrost Gornergrat rack railway building cablecar pylon 1 km Legend: Cartography: R. Hof Permafrost distribution and touristic installations in the Zermatt area, Swiss Alps (mod2, Gruber 2000)
Transcript
Page 1: Influence of human activities and climatic change on ......construction sites in Zermatt, Swiss Alps Zermatt is a touristic center in the Alps with alltogether 14,000 beds and more

Influence of human activities andInfluence of human activities andclimatic change on permafrost atclimatic change on permafrost at

construction sites in Zermatt, Swiss Alpsconstruction sites in Zermatt, Swiss Alps

Zermatt is a touristic center in the Alps with alltogether 14,000 beds and more than one million official overnight stays per year. The necessaryinfrastructure consists of installations that often reach into permafrost areas, from the sporadic zone at about 2600 m a.s.l. up to the continuouspermafrost zone above 3400 m a.s.l. The unglaciated permafrost area has a large vertical extension due to the surrounding high mountain ranges thatreach above 4000 m a.s.l., resulting in a dry and sunny climate and a very high glacier equilibrium line.The infrastructure erected in the permafrost areas consists of:(a) hotels, restaurants and mountain huts; (b) stations buildings of railways, funiculars and ski lifts;(c) other related constructions as pylons, tunnels, elevators, shelters for vehicles, workshops etc., and(d) subsurface water pipes (for drinking water, artificial snowing of ski-runs), sewage, communication and electricity lines.Engineering geologists as well as the responsible persons for this infrastructure have become increasingly interested in the distribution and thecharacteristics of permafrost in the Zermatt area, as there have been problems due to permafrost degradation. The poster gives an inventory ofexisting constructions on probable and proven permafrost sites and describes problems encountered during the last 25 years.

Rüdiger HOF, Lorenz KING & Thomas HERZ (Institute for Geography, Justus Liebig University, Giessen, Germany)

Stephan GRUBER (Geographical Institute, University of Zurich, Switzerland)

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SZermatt area

3 Further construction sites on permafrostIn addition to the described locations there are agreat number of further installations erected onpermafrost. The most important of these buildings arementioned in Table 1 and the map above. Humanactivities as well as a further climatic warming willinfluence active layer processes. These may affectthe foundations of the installations. Particularly thepylons of the funiculars react most sensitive to themovement caused by permafrost creep ordegradation.

Figure 5: View into the tunnel across the peak of Kleinmatterhorn(3820 m a.s.l.)

Name Altitude(m a.s.l.)

MAAT(°C)

Kleinmatterhorn (station) 3820 -7,2

Kleinmatterhorn (summit elevator) 3883 -7,6

Testa Grigia (station) 3479 -5,3

Stockhorn (station) 3407 -4,9

Hohtälli (station) 3286 -4,2

Matterhorn Refuge 3260 -4,0

Rote Nase (station) 3250 4,0

Kulmhotel Gornergrat 3135 -3,3

Gornergrat rack railroad (top) 3090 -3,0

Trockener Steg (station) 2939 -2,2

Gandegg Refuge 3029 -2,7

Rothorn (station) 3103 -3,1

Table 1: Installations on permafrost in the Zermatt area with altitudes and expected MAAT

Figure 6: Kleinmatterhorn (3883 m a.s.l.) with funicular pylons(3012 m / 3025 m a.s.l.)

References

Keusen H.R. & W. Haeberli, W. 1983. Siteinvestigation and foundation design aspects of cablecar construction in Alpine permafrost at the ”ChliMatterhorn”, Wallis, Swiss Alps. In 4th InternationalConference on Permafrost, Proceedings, Fairbanks,17-22 July: 601-605

King, L. & A. Kalisch 1998. Permafrost distributionand implications for construction in the Zermatt area,Swiss Alps. In 7th International Conference onPermafrost, Proceedings, Yellowknife, 23-27 June:569-574.

4 Conclusion

Degradation of permafrost due to climatic changeand the influence of human activities are a seriouschallenge to touristic installations. Scientists workingin permafrost areas therefore have the duty to givethe necessary information to the managers of theseinstallations and the authorities, so that facilities builton permafrost can be properly maintained.

Acknowledgements:

The project has been sponsored by the DeutscheForschungsgemeinschaft (DFG). The BVZ/GGBrailway company and the Bergbahnen Zermatt gavevaluable logistical support during several fieldcampains.

1 Kulmhotel and Funicular GornergratGornergrat may be reached by a 9.3 km long rackrailway line constructed between 1896 and 1898. Theuppermost 500 meters have been added at its end inthe year 1909 and the Kulmhotel Gornergrat wasopened in 1910. The railway track and the hotel weremainly used in summer until the early fifties. Winterskiing became more and more attractive in the sixtieswhen the hotel started to open also in winter. In theyear 1985 two new astronomic observatories wereadded to the northern and southern towers and thiscaused a substantial additional load of thesubsurface. Moreover, apartments for scientists wereheated in the basement.Soon after this, the northern tower that was erectedon frozen debris started to settle due to permafrostdegradation. The subsidence between tower andhotel was controlled with geodetic measurementsand strain gauges and concrete was injected in thefoundation in order to stop the differential settlement.Today, ground temperature measurements show,that the ground below the tower is probably notfrozen for a depth of about 10 meters (cf. Figure 1),while the active layer at undisturbed sites is less than2.5 meters. This difference must be attributed toheating of the basement for almost 20 years. Duringrecent years, subsidence appears to have stopped.

Figure 1: View towards the Gornergrat Kulmhotel with theobservatories in the northern (right) and southern tower (left). Theprominent peak of Matterhorn (4478 m a.s.l.) is seen in thebackgound

Figure 2 illustrates the warming effect to theunderground near the tower in the period summer1995 to summer 1998 measured with Pt100 sensors.It is important to notice, that the annual averagetemperature measured close to the tower is abouttwo degrees higher than the one at four metersdistance.

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4 m NW of tower: depth 2,2m close to the tower: depth 1 ,5 m tower: depth 1,25 m tower: depth 2,5 m

Figure 2: Floating mean monthly ground temperatures below thenorthern tower of Kulmhotel

2 Funicular KleinmatterhornThis funicular reaches up to 3820 m a.s.l. and hasbeen constructed in 1981. It arrives at a tunnel cut inthe northern wall of the mountain top. At its southernexit the ski run starts down to Zermatt. Bedrocktemperatures as low as –12°C were reported duringthe construction (Keusen & Haeberli 1983). Thesame temperature was measured in the near surfacerock material of the northern rockwall below themountain top in a diploma study. The measuredMAAT here was –8°C in the years 1998/99.Bedrock temperatures have risen now to –3 to –2°Cat several localities (cf. Figure 3 and 4). This is due toheating and to the heat brought into the tunnel by themore than 490,000 visitors per year. Additional heatis created by almost 70,000 elevator movements peryear, transporting tourists to the mountain top. Insummer 1997, meltwater created problems when re-freezing in the elevator shaft (King et al. 1998). Inview of the considerable temperature rise in thebedrock, temperatures are monitored since 1998 atten places in order to take countermeasures ifnecessary.

Figure 3: Cross sections (A,B,C) and map of mountain peakKleinmatterhorn with touristic installations (10 meter contourlines)

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Figure 4 represents the floating mean monthlytemperatures at different places of theKleinmatterhorn station measured with “UTL1-Miniloggers”.Whereas the linear temperature trend from 1998 to2003 shows a nearly one degree decrease at theelevator shaft, the trend for the same period indicatesa 0,5 - 1 degree increase in the storage room. Thismay be caused by the heat input from the highlyfrequented tunnel.

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Figure 4: Floating mean monthly temperatures at differentlocations at the Kleinmatterhorn station (cp. Figure 3)

likelypermafrost

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Legend:

Cartography: R. Hof

Permafrost distribution and touristic installations in the Zermatt area, Swiss Alps

(mod2, Gruber 2000)

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