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Permafrost Terrain Stability and Thermokarst Monitoring: - Arctic LCC

Permafrost Terrain Stability and Thermokarst Monitoring: - Arctic LCC

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90. Lin, Z., Niu, F., Xu, Z., Xu, J., <strong>and</strong> Wang, P., 2010, Thermal regime of a thermokarst<br />

lake <strong>and</strong> its influence on permafrost, Beiluhe Basin, Qinghai-Tibet Plateau. <strong>Permafrost</strong><br />

<strong>and</strong> Periglacial Processes, p. 21, no. 4, p. 315–324.<br />

This paper examined the spatial distribution of permafrost under <strong>and</strong> around a thermokarst<br />

lake, <strong>and</strong> monitored lakeshore retrogression. Eighty percent of the shoreline collapsed each<br />

year, with most of the collapse occurring in the late summer. Thaw depths were greater on<br />

the lakeshore relative to the surrounding terrain, <strong>and</strong> there appeared to be a through-going<br />

talik in the lake bottom. The lake bottom temperature ranged from 2 to 10°C, <strong>and</strong> the warm<br />

lake created a large thaw bulb <strong>and</strong> thermal signature that could be detected in the subpermafrost<br />

ground many tens of meters from the lake edge.<br />

91. Ling, F., <strong>and</strong> Zhang, T., 2004, Modeling study of talik freeze-up <strong>and</strong> permafrost<br />

response under drained thaw lakes on the Alaskan <strong>Arctic</strong> Coastal Plain: Journal of<br />

Geophysical Research, v. 109, no. D1, D01111.<br />

This paper presents a heat transport model to calculate the time needed for the talik beneath<br />

a lake to refreeze following lake drainage. Three initial ground temperature conditions were<br />

considered, <strong>and</strong> taliks of 28, 43, <strong>and</strong> 53 m thickness were determined to refreeze in 40, 106,<br />

<strong>and</strong> 157 years, respectively. Refreezing is slowed significantly by the latent heat of fusion<br />

needed to change water from a liquid to solid form. The authors recognized that a model<br />

also capable of h<strong>and</strong>ling advective heat transport owing to the flow of water in the talik<br />

would result in a more accurate result.<br />

92. Ling, F., Wu, Q., Zhang, T., <strong>and</strong> Niu, F., 2012, Modelling open talik formation <strong>and</strong><br />

permafrost lateral thaw under a thermokarst lake, Beiluhe Basin, Qinghai Tibet<br />

Plateau: <strong>Permafrost</strong> <strong>and</strong> Periglacial Processes, v. 23, no. 4, p. 312–321.<br />

This paper uses a two-dimensional unsteady finite-element model with heat transfer <strong>and</strong><br />

phase change to model talik formation in a study lake. <strong>Thermokarst</strong> lakes constitute a major<br />

heat source capable of raising ground temperatures in the surrounding terrain, <strong>and</strong> the<br />

greatest mean thaw rate (24.8 cm/y) occurred within the first 50 years after lake formation,<br />

93. Little, J.D., S<strong>and</strong>all, H., Walegur, M.T., <strong>and</strong> Nelson, F.E., 2003, Application of<br />

differential global positioning systems to monitor frost heave <strong>and</strong> thaw settlement in<br />

tundra environments: <strong>Permafrost</strong> <strong>and</strong> Periglacial Processes, v. 14, no. 4, p. 349–357.<br />

This paper describes the use of differential Global Positioning Systems (DGPS) for<br />

monitoring seasonal <strong>and</strong> annual frost heave <strong>and</strong> thaw settlement on the <strong>Arctic</strong> Coastal Plain<br />

of northern Alaska. The authors developed acrylite (durable lightweight plastic), tubeshaped<br />

platform targets with a prong-like bottom. The targets were about 20 cm long <strong>and</strong> 2.5<br />

cm in diameter. The targets were installed towards the end of the thaw season. The time<br />

required to make measurements at the targets varied from less than 1minute for stop-<strong>and</strong>-go<br />

kinematic to more than 10 minutes for rapid static DGPS survey mode. Using the rapid<br />

static configuration, the authors surveyed a field site composed of 30 targets using the rapid<br />

static survey method in 5–8 hours with a vertical error of about 1.5 cm. When these surveys<br />

were repeated within <strong>and</strong> among years, the authors measured about 1–2 cm of heave<br />

associated with the freeze-up period <strong>and</strong> 4–5 cm of subsidence at the time of maximum<br />

summer thaw. The advantages of DGPS include great accuracy <strong>and</strong> automatic placement of<br />

surveys within well-established geodetic coordinate systems. Drawbacks involve high costs,<br />

target reinsertion difficulties, <strong>and</strong> physical dem<strong>and</strong>s. DGPS entails significant time<br />

requirements compared to traditional leveling techniques when surveying small areas.<br />

However, DGPS has the potential to measure large regions much more rapidly than classical<br />

methods.<br />

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