Keywords: earth canals, shear stresses, tangential stress range, sludge accumulation, turbulent pressure

// Мелиорация. – 2016. – №2(76).– С. 46—51

The method of increasing stability of earth canals sections was developed at the expense of local fastening of the lower slope half in the tangential stress range. This method has shown its effectiveness in laboratory conditions. Besides operating advantages this method has both in simplicity of use on the building area and in financial expenditure, comparing with competitive variants.