Evaluation of bottom deformations within limits of river segments with uniform morphology

Abstract

Methods are discussed of calculation of vertical deformation of river channel bottom (along the fairway) within the limits of morphologically uniform segments of rivers under natural conditions and with disturbed hydrological regime and channel processes due to hydrotechnical constructions. The results can be used to determine how deep must be installed pipelines, cables and masts foundations of power lines, crossing the river, they may be also applied to water ways designing and dredging organization.