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Controls on the spatial and temporal variability of DOC chemistry, including pH, water table, temperature, plant cover and type, and carbon dioxide and methane flux were also investigated.
The investigation results show that the active layer thickness and permafrost table temperature under an asphalt pavement are higher than under a natural surface due to the absorption heat and reduced evaporation capability of the asphalt pavement.
According to the monitor data of frozen soil along Qinghai Xizang Highway (QXH), the evaluating model of permafrost thermal stability and thawing sensibility is calculated to analyze the relationships among thermal stability and thawing sensibility, mean annual ground temperature (MAGT), permafrost table temperature and seasonal thawing depth.
Eight monitoring sites were established along the QXH to investigate the engineering geological characteristics and environmental process of permafrost, including the upper and lower boundary of the active layer under the natural surface, the seasonal freeze thaw depth under the asphalt pavement, the permafrost table temperature and roadbed stability.
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Noble-gas recharge temperatures, constrained by numerical simulation results, range from about 15 to 22 °C and indicate a large water-table temperature lapse of about −15 °C/km, much steeper than typical adiabatic lapse rates.
Table 3 Temperature and time intervals for calculating the time-temperature index Temp.
Table 5 Temperature aware routing protocols in body area networks Sl. no.
As shown in this Table 1, temperature differences among the three product streams are high.
Table 2 Temperature at which polymers degrade by initial 10% Polymer name 10% Degradation temperature °C) BM 332 BMI20 332 BMI40 298 BMI60 284 BMI80 272 BMI100 272.
The concentration factor, CF, can then be defined as Table II Temperature dependence of Pitzer interaction parameters.
As it can be seen in Table 2, temperature increase was appropriate for the synthesis of compound 3a.
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