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Permafrost and changing climate: impacts on infrastructure Oleg Anisimov, Svetlana Reneva, Vasiliy Kokorev, Julia Strelchenko State Hydrological Institute.

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Presentation on theme: "Permafrost and changing climate: impacts on infrastructure Oleg Anisimov, Svetlana Reneva, Vasiliy Kokorev, Julia Strelchenko State Hydrological Institute."— Presentation transcript:

1 Permafrost and changing climate: impacts on infrastructure Oleg Anisimov, Svetlana Reneva, Vasiliy Kokorev, Julia Strelchenko State Hydrological Institute St.Petersburg, Russia

2 Permafrost occupies more than 60% of Russia

3 Key concerns associated with thawing permafrost Permafrost and global climate: potential feedback through methane emissionPermafrost and global climate: potential feedback through methane emission CH 4 Water Aerobic Permafrost Threats to ecosystems, loss of wildlife habitat, geopolitical issuesThreats to ecosystems, loss of wildlife habitat, geopolitical issues Vicinity of Yakytsk,2008. Photo: T.Maksimov Permafrost and economy of the North: impacts on the infrastructurePermafrost and economy of the North: impacts on the infrastructure Baikal-Amur main track. Photo: D.Drozdov

4 Consecutive stages of ground subsidence leading to forest damage. Uneven soil subsidence and erosion due to thawing permafrost severely affect northern landscapes and destroy forests (lower photo), and expose organic- rich Yedoma sediments (upper photo). Calving permafrost blocks and erosion along the coasts of Russian Arctic seas lead up to 30 km 2 /y land loss Eroding coastline of East-Siberian sea. Photo: Mikhail Grigoriev, 2008 Vicinity of Yakytsk. Yedoma. Lower Kolyma river. Photo: Vladimir Romanovskiy Photo: Trofim Maksimov, 2008

5 Impacts of thawing permafrost on constructions Yakutsk, July 2006. City (1999 survey) % of damaged buildings Norilsk10% Tiksi22% Dudinka55% Dikson35% Pevek, Amderma50% Chita60% Vorkuta80% City Increase of permafrost-related accidents, % per 10 years in 1980-2000. Norilsk42% Yakutsk61% Amderma90% Building in Vorkuta, photo: D.Streletskiy ACIA, 2005

6 Facilities of Bykov Mys village, Laptev sea coast, affected by coast retreat and thawing permafrost. Baikal-Amur main track. Weather Station “Tien Shan”, damaged due to ice melt. Tien Shan, Central Asia, 3614 m ASL Photo: Sergei Marchenko, September 2009 Photo: Dmitriy Drozdov, 2008 Administrative building in Yakutsk, 2008. Photo: Mikhail Grigoriev, 2008 Photo: Mikhail Grigoriev, 2009

7 Documented destructive impacts of thawing permafrost V. Grebenetz and Ye. Dmitriev, 2008

8 vegetation Active layer Organic layer Snow ATMOSPHERE Permafrost А org А sn А veg АaАa h sn h veg z org ALD ТaТa Т veg Т sn Т org Т AL ТpТp 0 Permafrost model Air temperature, 0 C -16 -12 -8 -4 0 4 Air temperature amplitude, 0 C 18 20 22 24 26 28 Active-layer thickness, m 0.3 0.6 0.8 1.0 1.2 1.4 Conventional permafrost modeling Input: gridded climate data

9 ALT, m 0 0.5 0.8 1.2 1.5 2.0+ Conventional permafrost modeling Conventional permafrost models predict permafrost parameters, i.e. ALT, soil temperature, under current and projected climate. ALT, baseline (1990-2000) ALT, 2050 projection based on 21 GCM ensemble under A2 emission scenario

10 Permafrost hazard index, I g I g = k (1+S) (z 2 – z 1 ) C w / z 1 Z i – maximum summer thaw depth under the modern (index 1) and projected for the future (index 2) climate, C w -volumetric ground ice content, S - soil salinity, K - constant scaling factor. Anisimov, Reneva 2006 Nelson, Anisimov, Shiklomanov, 2001, 2002

11 CGCM2 ECHAM4 GFDL-R30 HadCM3 CSM-1.4 Permafrost hazard index, 2050 projections lowmoderatehigh Anisimov et al., 2009

12 Uncertainties and probabilities…

13 Active layer thickness 50 30 см 70 90 110 130 Talik R24, Bolvansky R2, Ayach-Yakha R23, Talnik R1, Nadym R4, Parisento, R3 Organic layer thickness 3030505070709090130150150 Small-scale random variations over space

14 Probabilistic ALT mapping Probability scale 0 0.2 0.4 0.6 0.8 1.0 ALT range <0.5 m 0.5 - 0.8 m 0.8 - 1.4 m 1.4 - 2.0 m 3030505070709090130150150

15 Implications for cold region engineering

16 -5.0 -4.5 -4.0 -3.5 -3.0 -2.5 -2.0 -1.5 -1.0 -0.5 0 2050, org=20 cm 2050, bare ground 2000, bare ground 2000, org=20cm Ground temperature, 0 C -5.0 -4.5 -4.0 -3.5 -3.0 -2.5 -2.0 -1.5 -1.0 -0.5 Design strength Design safety factor (99%) Implications in engineering

17 Acknowledgement Support for this UK-Russia research comes from the Foreign Commonwealth strategic programme fund


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