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Critical coefficient of stress intension (K1).
To compare our results with those obtained in Solomatov (2004a,b), we convert the critical yield stress τ y,c r and critical yield stress gradient τ y,c r′ into their dimensional forms (Equations 20 and 22) and estimate the critical yield strength and the critical coefficient of friction μ for subduction initiation on the Earth.
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In fact we compute the critical coefficients of normal forms in order to find out the bifurcations properties.
In this model the critical coefficient C μ is a function of mean flow and turbulence properties, rather than assumed to be constant as in the standard model.
This EoS is obtained by matching the critical fugacity coefficient of the EoS to the critical fugacity coefficient of methane.
The decreasing trend was maintained after 1980, and the statistical values exceeded the critical confidence coefficient of 1.96 from 1985 to 1996.
The statistical values exceeded the critical confidence coefficient of 1.96 after 1970, indicating that annual total natural light illuminance in Guangzhou declined significantly after 1970.
The statistical values exceeded the critical confidence coefficient of 1.96 after 1978, indicating that annual total natural light illuminance in Shanghai declined significantly after 1978.
The statistical values exceeded the critical confidence coefficient of 1.96 after 1977, indicating that the annual total natural light illuminance in Urumchi declined significantly after 1977.
The statistical values exceeded the critical confidence coefficient of 1.96 from 2005 to 2010, indicating that annual total natural light illuminance in Kunming increased significantly.
The statistical values exceeded the critical confidence coefficient of 1.96 from 1968 to 1974, indicating that annual total natural light illuminance increased significantly in this period.
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