A flood barrier for protecting the environment having a venturi type effect pumping means not requiring external power, the flood barrier comprising a wall and a pump for drawing water across the barrier from a first side to a second side. The wall configured to provide a barrier preventing movement of water from the first, drain, side to the second, tributary, side, of that wall. The barrier further comprising a pipe traversing the wall for transferring water between the two sides of the wall the pipe being terminated in the first side of the wall at a venturi effect pump, the pump being feedable with water from the drain through a conduit inlet so as to create suction in the pipe for drawing water through the pipe from the second side of the wall to drain water from the second to the first side of the wall.

The present invention relates to an erosion control apparatus and methods of using and installing the apparatus. The apparatus is constructed to prevent erosion of soil during typical weather or tidal conditions and adverse weather events. The apparatus can include a plurality of anchored rolls and soil lifts operative to stabilize the shoreline.

An incline elevator system includes a pair of laterally spaced rails and a carriage configured with restraining members extending laterally beneath a bottom surface of the rail in a vertically spaced relationship therewith. A rail kit, together with methods of assembling the elevator system, is also provided. A modular deck system includes a plurality of box treads arranged in an array and a plurality of stanchions supporting the array. Methods of assembling the array of box treads are also provided.

The present invention relates to an erosion control apparatus and methods of using and installing the apparatus. The apparatus is constructed to prevent erosion of soil during typical weather or tidal conditions and adverse weather events. The apparatus can include a plurality of anchored rolls and soil lifts operative to stabilize the shoreline.

The present invention relates to an erosion control apparatus and methods of using and installing the apparatus. The apparatus is constructed to prevent erosion of soil during typical weather or tidal conditions and adverse weather events. The apparatus can include a plurality of anchored rolls and soil lifts operative to stabilize the shoreline.

A ditch check system and methods for storm water control are provided. The ditch check system can include a velocity-restricting component of non-woven geotextile fabric with one or more porosities configured to control the velocities of storm water flows for sediment control and silt retention. The velocity-restricting component can have one or more reinforcing elements to provide additional support to protect against tearing and/or undue movement of the fabric, as well as provide attachment points for fasteners used to fasten the fabric to support members. The ditch check system can further include a front water seal and a rear scour guard attached to the velocity-restricting component at ground level which are substantially impermeable to vertical water flow to inhibit ditch scouring and prevent the flow of storm water under the ditch check system. To facilitate transportation, installation, and assembly, one or more of the components of the ditch check system can be supplied as a pre-assembled package.

A device designed to stabilize a shoreline which helps to prevent erosion, provides and supports a place for aquatic life to thrive, and is made from a plurality of primarily calcium carbonate material sourced from living creatures and is cemented together using a commercially available cement or bio-cement material.

A device designed to stabilize a shoreline which helps to prevent erosion, provides and supports a place for aquatic life to thrive, and is made from a plurality of primarily calcium carbonate material sourced from living creatures and is cemented together using a commercially available cement or bio-cement material.

A precast concrete molded body is provided, which is a cured product of a concrete composition. The concrete composition comprises: a microcapsule; cement; and at least one type of aggregate. The microcapsule is provided with a core-shell structure having i) a core made of a water repellent organosilicon material selected from the group consisting of organosilanes, organosilane partial condensation products, and branched siloxane resins, and ii) a shell made of a silicon-based network polymer containing silica units. The concrete composition contains 0.01 to less than 0.5 parts by weight of microcapsules per 100 parts by weight of cement. Thereby, a precast concrete molded body can be provided, having high strength, as well as at least one of the following properties: air content stability, substance penetration prevention, and freeze-thaw resistance.

Cooperating protection units having both convex and concave walls are disclosed that have the potential to create lengthy protections structures that may be used in the protection of coastal areas. Certain versions of those protective units are configured to have semi-cylindrical wall faces that may cooperate with one another in a lengthy structure and certain other protective units have semi-spherical wall faces that may cooperate with one another in a lengthy structure. Soil and vegetation may accumulate in central cavities of the units.