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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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