Optimización de la evacuación de sedimentos en una captación tipo convencional por medio del diseño de una rejilla de fondo en el río Mazar

Abstract

During winter seasons, conventional intakes are affected because strong water currents carry large amounts of solids, branches, leaves, and other debris, obstructing the water flow in the side grid. The proposal is to design a bottom grid and its complementary structures to ensure the intake of the flow required by the hydroelectric plant.