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Through 2004 2005, maximum subsidence rate declines to 130 mm/year.

In 2003 2004, measurements show that maximum subsidence rate decreases to 200 mm/year (Fig. 6).

Along Line 1, Fujin Road station has the maximum subsidence rate and Tonghe Xincun has the minimum subsidence rate.

A similar result is obtained for Line 3, along which the maximum subsidence rate difference between the Shuichan Road and South Changjiang Road stations is 8.4 mm/year.

The regions of maximum subsidence rate correspond to the areas of the thickest pyroclastic deposits and the most extensive fracture networks, i.e., regions A (e.g., Fig.  3a, e) and B (Figs.  3b d and 4).

While several parameters in the model are not well constrained (e.g., initial temperatures of the pyroclastic flow or ground), the results, given a range of plausible parameters, provide a maximum subsidence rate of a few centimeters per year and show how the rate decays to a fraction of a centimeters per year after about 10 months.

Similar(54)

A closer inspection of Figs. 2, 4, and 5a, e shows that the maximum subsidence rates along the Xiqing road and the Jinpu railway are observed near the thermal power plant.

The Turonian was also a time of maximum basin subsidence rates (Ojoh 1992) and eustatic sea levels leading to a connection between the equatorial atlantic (Petters 1980; Benkhelil et al 1989) and the Tethys through the Benue trough and the Termit basin (Petters 1980).

Table 3 lists the maximum, minimum, and mean subsidence rate values of each highway and the railway line.

The maximum and mean subsidence rates of P2 are −40.7 and −26.2 mm/year, respectively.

If part of the deposit has been mined and depleted instantly (i.e. S K (t) = constants and S t) t = 0 = 0), the solution takes the form of Eq. (4): Sleft( t right) = S_{K} (t)(1 - {text{e}}^{ - ct} ) (6 As observed earlier (Kwinta et al. 1996), this function has a drawback, i.e. the subsidence is described from the moment of t = 0, when the subsidence rate is the maximum.

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