ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
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different.decades show that hydrologic recovery lags significantly<br />
behind erosion during landscape restoration. Whereas<br />
soil detachment rates approached those of the forest<br />
(control) area outside the basin within the first decade after<br />
replanting, runoff generation decreased very gradually<br />
over time. Thus, contemporary land-use alone provides insufficient<br />
information for extrapolating runoff rates in this<br />
historically disturbed basin.<br />
The Ecuadorian case demonstrates that abandonment of<br />
formerly cultivated lands significantly accelerates both<br />
rainfall runoff generation and soil detachment. Revegetation<br />
of abandoned lands in Andean Ecuador is hindered<br />
by degraded soil, drought, and/or informal grazing.<br />
Although the condition of abandoned lands (and lands in<br />
unmanaged fallow) varies considerably, the tendency is for<br />
abandoned lands to have high runoff coefficients and high<br />
soil erosion rates. Analysis of soil carbon also indicates significant<br />
organic matter depletion on these lands. Because<br />
abandoned lands can play such an important role in surface<br />
runoff generation, runoff conveyance and soil erosion,<br />
efforts to extrapolate hydrologic properties and erosion rates<br />
need to differentiate between active and inactive croplands<br />
and to investigate the actual hydrologic conditions<br />
of abandoned lands. Identification of abandoned lands as<br />
erosional «hot spots» challenges watershed managers to<br />
develop new management options for otherwise unmanaged<br />
lands. The Ecuadorian case also demonstrates that<br />
roads and footpaths in the Ecuadorian Andes play a hydrologic<br />
and erosional role far out of proportion to the<br />
area they occupy in the landscape.<br />
CHARLES HARRIS 1 & ANTONI G.oLEWKOWICZ 2<br />
Active-layer detachment slides on Ellesmere Island,<br />
NWT Canada: movement mechanisms,<br />
stability thresholds and environmental controls<br />
1Department of Earth Sciences, University of Cardiff, p.o. box 914,<br />
Cardiff CFl 3YE, UK<br />
2 Department of Geography, University of Ottawa, p.o. box 450 Stn A,<br />
Ottawa, Ontario, KIN 6N5, Canada<br />
Active-layer detachment slides are shallow translational<br />
slope failures triggered by late-summer melting of ice-rich<br />
soil near the base of the active layer, immediately above the<br />
permafrost table. Such slides, developed in low to medium<br />
plasticity clays and silts, are widespread in the Fosheim Peninsula,<br />
Ellesmere Island, where permafrost is continuous,<br />
the active layer ranges up to approximately 0.75 m in<br />
thickness, and summer temperatures are unusually high in<br />
comparison with much of the Canadian high arctic.<br />
Lewkowicz (1992) has shown that slope failures are triggered<br />
by rapid late-summer thawing of the ice-rich basal zone,<br />
and the last such event in the Fosheim Peninsula was in<br />
August 1988 when many new failures were initiated. Two-<br />
sided freezing of the active layer leads to the concentration<br />
of segregation ice at its base, and cryodesiccation of its<br />
middle and upper parts (Harris & Lewkowicz, 1993). Slope<br />
failures involve translational sliding of the rigid active<br />
layer over a thin basal shear zone in which thaw consolidation<br />
leads to elevated porewater pressures. Surface seepage<br />
was reported on flat plateau surfaces immediately prior to<br />
the initiation of widespread slope failures in 1988, suggesting<br />
high basal porewatare pressures.<br />
Porewater pressures at the base of the active layer were recorded<br />
in late July and early August 1995 on a detachment<br />
slide at Hot Weather Creek and on a smooth slope at Big<br />
Slide Creek. There was no morphological evidence for past<br />
instability at the Big Slide Creek measurement site, but there<br />
were a number of slides immediately to the south. It was<br />
considered, therefore, that this location may allow assessment<br />
of pre-failure conditions. Geotechnical testing provided<br />
data on soil classification, and on shear strength and<br />
consolidation parameters allowing slope stability analysis to<br />
be undertaken in terms of effective stress conditions. Applying<br />
the thaw consolidation theory to an infinite slope<br />
model (McRoberts & Morgenstern, 1974), the thaw consolidation<br />
ratio R and the thaw rate necessary to initiate failure<br />
of these slopes were estimated. The significance of environmental<br />
and site factors to the triggering of active-layer<br />
landsliding is investigated by means of a sensitivity analysis,<br />
and results are discussed in the context of meteorological<br />
and ground thermal conditions during previous years.<br />
STUART A. HARRIS 1, ZHIJIU CUI 2 & GUODONG CHENG 3<br />
Nature and origin of a major congelifluction landform,<br />
Kunlun Pass, Qinghai-Zizang Plateau,<br />
People's Republic of China<br />
1 Department of Geography, University of Calgary, Calgary,<br />
Alberta, T2N IN4 Canada<br />
2 Department of Geography, Peking University,<br />
Beijing, China<br />
3 Lanzhou Institute of Glaciology & Geocryology, Academia Sinica,<br />
Lanzhou 73000, Gansu Province, China<br />
The military road to Tibet follows the Jing-Xian valley as it<br />
crosses the Kunlun Shan. On its west side, a major congelifluction<br />
deposit is slowly moving away from the ridge crest<br />
at 4800 m in a northerly and easterly direction. The material<br />
consists of middle Pleistocene till deposits and the underlying<br />
Pliocene alluvial gravels lying on the north slope<br />
of the ridge crest. Lithologies of the clasts include granite,<br />
granodiorite and pyroxenite of local origin. More than<br />
10% of the material is composed of boulders longer than<br />
2 m, with 45 % of the material having long axes between<br />
0.5 and 2 m. The matrix is sandy loam and the diamicton is<br />
poorly sorted.<br />
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