This invention discloses a method for stability analysis of base stations in a reservoir dam
safety monitoring and
control network. Addressing the shortcomings of existing technologies, such as lack of physical modeling, low
signal separation accuracy, and incomplete interference removal, this method obtains
millimeter-level
coordinate time series through GNSS
raw data preprocessing; it finely eliminates non-tidal atmospheric / oceanic loads and non-hydrological interferences such as the
thermal expansion effect of observation piers and
bedrock; it constructs a hydrological
load model based on reservoir contour,
water level, and rock
mass parameters, and verifies it through both
finite element simulation and a half-space elastic model; it employs a VBPCA-
FastICA combined
algorithm to accurately extract hydrological load signals; and it completes a quantitative stability evaluation by combining short-time
repeatability,
station velocity, and residual RMS multi-dimensional indicators. This invention achieves bidirectional
verification of hydrological load physical forward modeling and
observation data, accurately distinguishes between tectonic and hydrological non-tectonic displacements, significantly improves
signal separation and
stability assessment accuracy, and is suitable for reservoir dam hydrological-dominant monitoring scenarios. It can be used for stability determination and
control network optimization of base stations in large-scale water conservancy projects.