RESEARCHES FOR ESTABLISHING THE CONSTRUCTION AND HYDRAULIC ELEMENTS IN CASE OF HYDRAULIC CONSTRUCTIONS ON SLOPING GROUNDS.

The starting point and the evolution of erosion is a consequence of the dynamic process between rain-fall and soil. On the slope grounds, as result of the gradient of the hill side, there is a permanent potential danger of starting erosion. Slope ditches and outlets were desinged as antierosion works. The determination of the compensation slope was carried out by verifying the velocity of water discharge resulting in case of the mechanical consolidation type by stone masonry a maximum slope of 7 % with a velocity of discharge of 4,96 m/s, and in case of consolidation by grassing a slope of 0,09 % at a velocity of 0,9 m/s. [ABSTRACT FROM AUTHOR]