Erosion control device and method of making and installing same

Claim 1

A method of protecting a shoreline from erosion comprising the following steps: providing a plurality of integral concrete modules, each module having a front face, a rear face, and a bottom face, each module being pyramidal between its front and rear faces and having a size, shape, and weight to be stable, each module defining a plurality of aligned, undivided flow passages extending completely through the module from the front face to the rear face, at least one of said flow passages having a length at least twice as long as its height; then placing the plurality of modules in the water such that the modules are oriented in an array, each of said modules resting on its bottom face and, when emplaced, having no means of attachment to the underlying ground, other than the force of gravity acting on the module; each module being located offshore in the water; each module being oriented such that at least some of its flow passages are inclined with respect to the surface of the water to present a negative angle of attack with respect to incoming waves; said array of modules effective to cause accretion of water borne material around the modules to protect the shoreline against erosion; said array of modules free of rigid interconnections therebetween to allow differential settling and movement between adjacent modules in order to allow the array of modules to conform to the changing ground contour.

Claim 2

A method of protecting a shoreline from erosion comprising the following steps: providing a plurality of integral concrete modules, each module having a front face, a rear face, and a bottom face, each module being pyramidal between its front and rear faces and having a size, shape, and weight to be stable, each module defining a plurality of aligned, undivided flow passages extending completely through the module from the front face to the rear face, at least one of said flow passages having a length at least twice as long as its height; then placing the plurality of modules in the water such that the modules are oriented in an array, each of said modules resting on its bottom face and, when emplaced, having no means of attachment to the underlying ground, other than the force of gravity acting on the module; each module being located offshore in the water; each module being oriented such that at least some of its flow passages are inclined with respect to the surface of the water to present a negative angle of attack with respect to incoming waves; said array of modules effective to cause accretion of water borne material around the modules to protect the shoreline against erosion; said array of modules free of rigid interconnections therebetween to allow differential settling and movement between adjacent modules in order to allow the array of modules to conform to the changing ground contour.

Claim 7

A method of protecting a shoreline from erosion comprising the following steps: providing a plurality of integral concrete modules, each module having a front face, a rear face, and a bottom face, each module being pyramidal between its front and rear faces and having a size, shape, and weight to be stable, each module defining a plurality of aligned, undivided flow passages extending completely through the module from the front face to the rear face, at least one of said flow passages having a length at least twice as long as its height; then placing the plurality of modules in the water such that the modules are oriented substantially in a line parallel to the shoreline, each of said modules resting on its bottom face and, when emplaced, having no means of attachment to the underlying ground, other than the force of gravity acting on the module; each module being located at a point in the water where more than 50 percent of its greatest vertical dimension is below the surface of the water; each module being oriented such that its flow passages are oriented substantially perpendicularly to the shoreline as viewed from above and are inclined with respect to the surface of the water such that all of the flow passages of all of the modules present a negative angle of attack with respect to incoming waves; said line of modules effective to cause accretion of water borne material around the modules to protect the shoreline against erosion; said line of modules free of rigid interconnection therebetween to allow differential settling and movement between adjacent modules in order to allow the line of modules to conform to the changing ground contour.

Claim 8

A method of protecting a shoreline from erosion comprising the following steps: providing a plurality of integral concrete modules, each module having a front face, a rear face, and a bottom face, each module being pyramidal between its front and rear faces and having a size, shape, and weight to be stable, each module defining a plurality of aligned, undivided flow passages extending completely through the module from the front face to the rear face, at least one of said flow passages having a length at least twice as long as its height; then placing the plurality of modules in the water such that the modules are oriented substantially in a line parallel to the shoreline, each of said modules resting on its bottom face and, when emplaced, having no means of attachment to the underlying ground, other than the force of gravity acting on the module; each module being located at a point in the water where more than 50 percent of its greatest vertical dimension is below the surface of the water; each module being oriented such that its flow passages are oriented substantially perpendicularly to the shoreline as viewed from above and are inclined with respect to the surface of the water such that all of the flow passages of all of the modules present a negative angle of attack with respect to incoming waves; said line of modules effective to cause accretion of water borne material around the modules to protect the shoreline against erosion; said line of modules free of rigid interconnection therebetween to allow differential settling and movement between adjacent modules in order to allow the line of modules to conform to the changing ground contour.