COMPARISON OF THE EFFECTS OF THE DYNAMIC AND STATIC LOADS ON HYDRAULIC LOCK BYPASS GALLERIES
The deformation of flat water seal culvert of bypass galleries under hydrodynamic and hydrostatic loads is investigated. Mathematical model of hydrodynamic loads on the hydraulic locks is based on the study of nonlinear problems of Lavrentiev–Shabat separated flow of an incompressible fluid. The stress-strain state of the water seal is modeled by the problem of plate bending supported by cross-bracing system.