Abstract: An armor unit for protecting coastal, river, lake, and reservoir banks, shorelines, and other structures from the damaging hydrodynamic forces of waves and water currents. The armor unit has a central elongate member having a longitudinal axis and first and second outer elongate members connected with the central elongate member on opposite sides thereof. The first and second outer elongate members have parallel longitudinal axes extending normal to the longitudinal axis of the central elongate member. The elongate members may each have an octagonal cross section decreasing from an intermediate portion toward the opposite ends. When a plurality of units are interlocked to define a protective array, a high degree of wedging is afforded between the octagonal members.

Abstract: The present invention describes a cylindrical armor unit for use in a revent structure, herein referred to as Vatia Stone. These units are shaped for: i) optimal strength, positional stability and durability; ii) interlocking along all major axes; iii) flexible interlocking capability with each other for abrupt transitions in shorelines; and iv) natural aesthetic qualities. These qualities in combination provide a significant improvement over existing structures. The Vatia Stones are uniformly placed over an erosion controlled shoreline surface and have an optimal interlocking capability between individual units for maximum stabilization. Each unit has an upper and lower surface which can be shaped geometrically to fit the natural surroundings, e.g. look like natural stone as one example.

Abstract: A concrete armor or erosion prevention module for the protection of river, lake, and reservoir banks, shorelines and other structures is characterized by a central elongate concrete member and two outer elongate concrete members connected on opposites sides of the central member. The outer members have parallel longitudinal axes extending normal to the longitudinal axis of the central member. These elongate members all have an octagonal cross-section and are further configured such that their cross-sectional area decreases from an intermediate portion towards opposite ends thereof. A plurality of the modules may be interlocked to form a cohesive array or barrier which protects shorelines and other structure from erosive hydrodynamic forces.