The invention discloses a river critical
levee section washing safety analysis and
bank slope stability judgment method. The method comprises the steps of 1, generating a
data set used for constructing a two-dimensional river channel water / sand model; 2, setting model calculation parameters and definite solution conditions according to river reach parameters in the research area, and constructing a two-dimensional water / sand numerical
simulation model of the research area; step 3, setting various working conditions according to sand coming conditions under different flood conditions, simulating
river water / sand transportation and
river bed silt flushing of a research area by utilizing a two-dimensional water / sand numerical model, analyzing dangerous river beds before and after flood based on a
simulation result, and respectively calculating river dangerous
bank slope
river bed depth flushing distance and river lateral
erosion distance; and step 4, constructing a finite
element model for seepage-stability analysis of the
bank slope of the critical
levee section, and quantitatively researching the relationship between each factor and the bank
slope stability safety coefficient. According to the method, the stability of the riverway dangerous work bank slope under the action of
water flow flushing is studied, and a quantitative means is provided for critical
levee section stability evaluation.