Abstract: A seawall element and installation apparatus therefor, the seawall element including an elongated plastic tubular member having a uniform hollow elliptic or oval-shaped cross section and open at each end thereof. The tubular member has a cylindrically-shaped male portion and cavity interlocking arrangement for interlocking two side by side tubular members together by slidable overlapping substantially watertight engagement lengthwise of one tubular member to another. A seawall structure includes a plurality of these seawall tubular members positioned side by side in self-locking engagement to form a row and supported by being supportively embedded into the earth. An elongated cast concrete reinforcing cap extends along and interconnects an upper end portion of each of the seawall tubular members and extends monolithically into each of the tubular member upon deployment. An apparatus for water jetting each tubular member into bottom ground is also disclosed.

Abstract: A fascine comprises a plurality of elongate hollow inflatable pipes (10). The pipes (10) can be surmounted by a trackway (11) formed by track sections (28) that are also inflatable. The pipes (10) in the track sections (28) can be vacuum packed for compact transportation and easy deployment.

Abstract: The invention relates to a method for stabilizing and securing banks, hillsides and slopes, and structures present at least partly in moving waters, such as supporting and construction elements, by composite materials comprising mineral particles, preferably stones, in particular crushed rock, and an epoxy resin.

Abstract: The invention concerns an apparatus for creating an outer surface effect of a structure wherein at least one wall of the structure defines a support surface, the apparatus comprising means defining a covering surface which overlies the support surface but is movable therefrom, so that a quantity of material to create the outer surface effect can be positioned between the support surface and the covering surface, and wherein the covering surface is in the form of a panel.

Abstract: A system and method are provided for promoting vegetation growth on a steeply sloping surface. The system of the present invention includes anchors that are secured to the sloping surface, an inner mesh layer in contact with the slope, a geosynthetic layer placed over the inner mesh layer, and seeded compost material placed in the gap or space between the geosynthetic layer and the inner mesh layer. An outer mesh layer is placed over the geosynthetic layer to help stabilize the geosynthetic layer. The geosynthetic layer and outer mesh layer are also secured to the protruding anchors. Vegetation grows in the compost material and roots of the vegetation penetrate the inner mesh layer into the slope. An established root system stabilizes the slope. The seeded compost material provides an environment that greatly enhances the growth of vegetation on steeply sloping surface which otherwise do not have adequate soil to promote growth.

Abstract: A geotextile container and system for constructing a water barrier or dam is disclosed. A system for maintaining fill material solids in position to form a barrier comprises an elongated sheet of geotextile material capable of coiling upon itself to form a helical structure. Further, a means for seaming the first elongated sheet into a tubular container and filling the container with solids is presented. Fill material solids may be held in position by a tubular shaped container that forms a barrier or dam. An inner liner also may be employed in the tubular container. Cradle tubes may be deployed on either side to hold the container in position, such as when the container is struck by high energy waves.

Abstract: In a preferred embodiment an apparatus for securing an erosion control blanket to the ground, the erosion control blanket is placed on the ground by an erosion blanket installation device. The apparatus includes a support member secured to the erosion blanket installation device and a lever arm rotatably attached at a first end to the support member. The apparatus further includes a gun assembly rotatably attached to a second end of the lever arm, wherein the gun assembly includes a gun capable of fastening the erosion control blanket to the ground with fasteners and a wheel capable of rolling over the erosion control blanket.

Abstract: A method of providing clear ocean water near a shoreline comprising providing a pump with inlet and outlet piping, locating the inlet to said inlet piping at a distal location from said shoreline where the ocean water is clear, locating one or more outlets on said outlet piping proximate said shoreline, and pumping clear water from said distal location to said proximate location, and displacing the water proximate the shoreline.

Abstract: The present invention is directed toward various valving arrangements to control the flow of granular material. In one embodiment, a valve is provided which facilitates flow of the material in one direction, but resists flow in another direction. In another embodiment, a retaining wall is provided with a plurality of generally horizontal passageways, which, under normal circumstances, resist passage of the flowable granular material positioned therebehind and, under modified circumstances, can serve as relief valves to avoid pressure on the wall which might cause the wall to move in an undesirable manner. In a third embodiment, a plurality of valving units is provided for beach retention of sand through efficient separation of sand from incoming waves.

Abstract: A temporary platform or roadway is created using one or a plurality of optionally connected support components to form a top surface upon which panels are placed. The support components are comprised of gabion containers having one or a plurality of compartments into which a filler material is inserted. The filler material can optionally be composed of a buoyant material such as expanded polystyrene to enable flotation. A method for constructing the roadway or platform of the present invention is also disclosed.

Abstract: A sectionalized flood control barrier (10) for mounting on top of a levee or a river bank to prevent flooding. The barrier (10) consists of a footing (20) with a series of support channels (24) that are butted end to end attached to the footing. The support shells are sealed watertight at the interface with each other and also to the footing. A series of primary channel bridge assemblies (32) and secondary channel assemblies (46) are disposed within the support channels (24) and are also butted end to end. Wind protectors (60) contiguously engage each support channel (24) and rest upon the footing for diverting the wind over the barrier. Stepped fastening risers (62) are attached to the footing on each end and over the channel assemblies, and wind protectors hold them securely in place.

Abstract: Mobile flood wall preferably comprising of plastic, characterized by support elements (1 through 5) as plates of a fitting thickness, each in the form of an equilateral triangle with one of the three equal outer sides as the base and wall elements (11 through 19) as rectangular plates of a fitting thickness lying on and connected to the water-side outer side of the equilateral support elements and therefore sloped at an angle of 60°, which forms the wall with the land side surface, wherein the water pressure on the wall elements is diverted by the support elements into the ground, and causes the surface structures of the base of the support elements to be pressed into and anchored in the ground, for sealing the ground against water and for the stability and the nondisplaceability of the flood wall.

Abstract: A sediment control roll includes a threshold member having large apertures therethrough, a hollow sediment collection chamber, and an outflow filter having small apertures therethrough. The sediment control roll can be used to collect sediment in runoff from a construction site, or to reduce removal of sediment from an existing land mass. The sediment control roll can for example be made by rolling up extruded polymeric netting with filter cloth attached thereto.

Abstract: A constructing method by using waste tires includes cutting sidewalls from waste tires; connecting multiple waste tires in series together by the sidewalls to form a layer of waste tires; filling the waste tires with ballast; and stacking another layer of waste tires on the previous layer with a staggered arrangement. An end member, being composed of a cut waste tire with two ends connected to an outer periphery of an unbroken waste tire, is provided at an end portion of the layers. Whereby, the construction built from waste tires can be used in projects such as a protection slope, road berm, riverbank, riverbed, etc., and has a good strength and a low cost.

Abstract: A three-dimensional multi-pod windblown particle control device is used to control the deposition, accumulation and retention of windblown particles. The multi-pod device is formed by connecting beams to create legs which intersect one another at a crossing area. The ends of some of the legs contact the earth surface to support the device while the ends of the other legs extend in three dimensions to interact with the wind. The device may be formed by substantially identical X-shaped frame structures which intersect and connect with one another. The optimal spacing for using the devices in an array is within a range of approximately 0.5–1.5 of a transverse dimension across the surface area occupied by each particle control device.

Abstract: The present invention relates to a silt restoration device comprising a vertical support member having an upper end and a lower end, wherein the upper end is connected to an upper horizontal support member with the longitudinal length of the vertical support member being substantially perpendicular to the longitudinal length of the upper horizontal support member. At least one tire will be positioned on the vertical support member below the upper horizontal support member in a substantially vertical position. The tire will have a tread surface and a center space, wherein the vertical support member will impale the tread surface of the tire at two opposed points substantially along a diameter of the tire and substantially at a midpoint of a width of the tread surface.

Abstract: Lower sidewall portions (18, 20) of a vehicle tire (10) are spread apart by a spreader tool (28). Spreader bars (32, 34) are placed between the spread apart lower sidewall portions (18, 20) of the tire (10). Concrete (116) is poured in place in the tire. One or more iron members (120, 122, 124, 126) are placed in the tire (10) with lower portions in the concrete (116) and upper portions extending towards the inner side of the tread wall (26). At least one other iron member (120, 122, 124, 126) is positioned in the tire (10) with a lower end portion in the concrete (126) and an upper portion sloping upwardly and outwardly towards the inner side of the tread wall (26) on a diametrically opposite portion of the tire (10).

Abstract: A farm implement for guiding a barrier material into a layered material comprises a turntable for holding the barrier material, a guide apparatus for guiding the barrier material into the layered material, and a crossbar to which is attached the turntable and a hitch portion for attaching the crossbar to a vehicle. The guide apparatus comprises a vertical support post that attaches the guide apparatus to the crossbar, a guide slot hingedly attached to the vertical support post, a platform and at least one roller attached to the guide slot, and at least one cap hingedly attached to and positioned above the guide slot.

Abstract: A fluid flows control apparatus includes an elongate stocking having a flexible cylindrical sidewall. The sidewall has plural apertures of a shape and placement in the sidewall as to cover a majority of the surface area and to enable the sidewall to expand radially in preference to axial extension. The stocking is filled with a filter media that may also be chemically or biologically reactive or expansive upon absorption of water.

Abstract: A flexible, molded, polymeric grid is embedded in a predominantly concrete mat comprising a concrete slab having relatively thicker portions defining blocks connected by relatively thinner portions, along which the concrete slab is breakable. The flexible grid has two longitudinal edges, two transverse edges, longitudinally extending members, and transversely extending members, where the longitudinally and transversely extending members connect the blocks to one another when the concrete slab is broken along the relatively thinner portions. The longitudinally and transversely extending members meet at nodes, which are spaced uniformly from one another, both longitudinally and transversely, except that, along the longitudinal and transverse edges, each node is spaced more distantly from the nodes nearest to the node. When the longitudinal and transverse members are disposed in an imaginary plane and the flexible grid is not stressed, fingers, which are unitary with the grid, extend from the imaginary plane.

Abstract: The present application relates to systems and methods for making and using sediment barrier. More specifically the present application relates to systems and methods for using sediment barriers to reduce pollution of rivers and streams from sediment resulting from soil erosion at, for example, a construction site or other area of potential soil erosion. The sediment barrier typically includes at least one apron that serves to provide filtering, water velocity reduction and/or anchoring. The sediment barrier further includes a body portion that provides substantial filtering of sediment from water passing therethrough. The apron and/or body portions of the barrier are preferably composed of biodegradable material.

Abstract: A barrier for reducing erosion along shorelines includes a barrier body formed as a unitary, molded plastic structure. In one embodiment, the barrier body has at least one elongate passage extending through it, between oppositely disposed first and second sides, and an interior reservoir. A port formed into the barrier body communicates with the interior reservoir to facilitate filling the reservoir with material to thereby add weight to the barrier. The barrier further includes at least one anchor formed into a side of the barrier body and associated with the passage to control shrinkage of the barrier body as it is being molded. In another embodiment, a method of making the barrier body includes placing plastic material in a mold, manipulating the mold to distribute the plastic material within the mold and thereby form the barrier body as a unitary piece, and reducing the shrinkage of the molded barrier body with the anchor.

Abstract: A sediment control roll includes a threshold member having large apertures therethrough, a hollow sediment collection chamber, and an outflow filter having small apertures therethrough. The sediment control roll can be used to collect sediment in runoff from a construction site, or to reduce removal of sediment from an existing land mass. The sediment control roll can for example be made by rolling up extruded polymeric netting with filter cloth attached thereto.

Abstract: Interlocking paver system for the use of constructing sidewalks, pathways and decks being formed from a light weight material for easy handling. Joined together by a plastic spline with gripping teeth, which when placed in spline receiver slots on sides of paver, which has a protruding upper edge that surrounds the entire perimeter allowing the pavers to tilt up or down, which allows the pavers to be placed on uneven or unlevel surfaces and prevents pavers from separating and from moving side to side, back and forth, and from settling downward and lifting upward which establishes a stable walking surface that is easy to install or assemble.

Abstract: An improved erosion control system has a field of spines disposed on a support structure. The spines capture landscaping material that is placed on top of the erosion control system, hiding the landscape/erosion control system. The spines are arranged in relation to each other and to the lower support structure such that spaces exist between most of the distal portions of the spines, and the spines are relatively stiff such that the distal ends of the spines stand away from the lower support structure when in a rest position to capture the landscape material.

Abstract: An underwater riprap foundation which can be constructed efficiently using a reduced amount of ripraps and a consolidation smoothing method for efficient construction of the same are disclosed. The underwater riprap foundation includes a first region for supporting comparatively high load from a structure such as a caisson, and a second region positioned adjacent the first region for supporting comparatively low load from mulch blocks or the like. The first region is formed as a rigid riprap core wall body having a consolidation density higher than that in the second region. The first and second regions have top faces flush with each other. In construction, ripraps are thrown into water such that the extra-banking height in the first region is higher than in the second region, and free fall of a weight is repetitively carried out to the first and second regions to consolidate the ripraps.

Abstract: A benthic screen for controlling aquatic plant growth comprising a sheet of flexible material, a plurality of spaced-apart, elongated retaining members that are transversely positioned across the width of the sheet and attachment means for securing each retaining member to the sheet. The sheet of flexible material is typically a polymeric material having low light transmittance such as a woven geotextile polypropylene. The retaining members are preferably a plurality of parallel positioned metal rods. The attachment means is preferably a plurality of PVC pipes wherein each pipe has a slit that passes through the pipe and extends the length thereof. A portion of the sheet is inserted into a slit and looped around a retaining rod that is encased in the pipe. The structure of the screen renders it self anchoring and provides channels for removing plant decomposition gases that would otherwise accumulate under the screen.

Abstract: A variety of types of wood matter may be used as a starter material. The starter material is processed into wood pieces in the range of about twenty mesh to six inches to form a base product. The base product is installed in windrows along the beach. A fence may be installed between the windrow(s) and the water.

Abstract: This invention relates generally to the simultaneous in-ground anchoring of silt fence erosion barriers and wire mesh fencing, that includes a machine comprising a device for disrupting soil to create a trench, a device that simultaneously inserts portions of the silt fence and the wire mesh fencing into the trench and a device for backfilling the trench over the portions of the silt fence and wire mesh fencing that have been inserted in the trench so as to anchor the above-ground remainder of the silt fence and wire mesh fencing.

Abstract: The method and apparatus for shoreline land mass reclamation which includes replacement of at least one groyne section along a shoreline wherein the section includes a pair of spaced stanchions which are connected by at least one linkage member which supports vertically extending baffle elements and wherein the at least one linkage member is piovtably connected such that the spaced stanchions may be vertically adjustable relative to one another.

Abstract: A shore protective barrier system for protecting an existing seawall in the face of heavy storms including a plurality of used automotive tires aligned upright in a row substantially side-by-side with one another, filled with concrete to form a single integrated unit sunk horizontally into the ground as a break wall.

Abstract: A modular erosion and sediment control barrier. The linear modular erosion and sediment control barrier is constructed of reinforced fiber logs joined end-to-end or side-to-side. Each fiber log is made of a quantity of loose fibers retained in a reinforced tubular casing having at least one closed end wherein the fibers are retained in the casing by either a second closed end or by a plug. The coupler fiber logs are constructed with a reinforced tubular casing comprising at least two layers of a flexible material. The open-ended reinforced coupler fiber log includes an extended section which is peeled back and folds over the end of the coupler fiber log during storage and transportation. When deployed, the extended section is unfolded to receive the end of an adjacent fiber log. Two fiber logs, whether having two closed ends or a single closed end, are secured together by a cord and hooks.

Abstract: The present invention discloses an underwater building unit and its installation and application methods. It includes a caisson with both ends open and is composed of two rows of box boards being not intersected with each other. Each row of box boards consists of a set of stake-plate body combinations and the bind members between every two adjacent stake-plate body combinations. A positioning beam is located on the top of the box boards and connects the two box boards. There is a cross rib at the middle part of the outer surface of each bind member. The open caisson is made up of small components of low weight. So it is easy for installation and could be extended unlimitedly as required. In addition, the underwater building unit has low underwater condition requirement and is relatively stable, thus the underwater building is quite firm and has a long life. Each component of the open caisson can be industrially manufactured on land so as to lower the cost and free of the influence of stormy waves.

Abstract: A linear modular erosion and sediment control barrier is constructed of fiber logs joined end-to-end, the logs having a maximum length of about 8 feet long. Each fiber log is made of a quantity of loose fibers retained in a tubular casing by a plug. The tubular casing includes an extended section which is peeled back and folds over the end of the coupler fiber log during storage and transportation. When deployed, the extended section is unfolded to receive the end of an adjacent fiber log. The two fiber logs are secured together by a cord and hooks. The combination of a plurality of coupler fiber logs on the surface of a pallet is particularly suited for storing and transporting the logs.

Abstract: A retaining wall system (10) is defined which includes a plurality of tires arranged in a plurality of courses (14). The tires can be offset within the wall and can be cut in various ways to advantageously improve the strength of the wall. In addition, reinforcing (25, 30, 32) formed from tires or conveyor belts can be associated with the wall system to improve the structural stability of the wall.

Abstract: A fiber block segment suitable for controlling erosion and stabilizing soil is described that comprises an elongated fiber block formed of a densely packed elongated thick fibrous material. The fiber block is wrapped with a fabric around three sides so that the fabric defines a top anchor portion and a bottom anchor portions extending from the block. The fiber block is securely attached to the wrapped fabric by another fabric or twine spanning the fourth side of the block. Additionally, the fabric is wrapped only up to the edges defining one end (a male end) and beyond the edges defining the opposite end (the female end) to define a pouch-like structure at the female end. The fiber block is made of coconut fibers (coir). The fabric is woven from coir twine, and coir twine secures the fabric to the fiber block.

Abstract: A new method for more rapidly renourishing a beach. A mobile accretion unit is set on the bottom a considerable distance out from the beach, yet still within the region where sand is deposited by wave action. This accretion unit collects sand over time. It is gradually raised to keep it from burying itself. The unit eventually creates a small sand “island,” which is typically located one hundred feet or more from the beach. A chain of such small sand islands are preferably created along the shore. Radiating sets of linear fences are then placed on each island. These fences radiate out into the surrounding water. The linear fences trap additional sand and serve to increase the size of the islands. Linear fences extending from the islands to the beach may be used, as well as linear fences extending between adjacent islands. Eventually the islands grow together and merge with the prior beach, thereby creating a new beach along the position of the islands.

Abstract: A durable erosion control blanket featuring a novel synthetic fiber filler is disclosed. The erosion control blanket of the present invention addresses the need for a particularly resilient erosion control blanket through the use of a post-consumer, crimped, polyester fiber filler material. In one embodiment, the post-consumer fiber material is of polyethyleneterephthalate (PET) readily available in post-consumer form from the recycling of soda bottles. In short, a preferred filler material for the blanket of the present invention would utilize recycled soda bottle material which has been converted into a crimped, highly-resilient fibrous filler. It is, thus, possible to achieve the desired physical and mechanical properties in the erosion control blanket of the present invention while conserving natural resources to some extent by using a readily available post-consumer polymer material.

Abstract: A system of composite panels comprised of resin impregnated carbon fiber sheets, on opposing sides of a fiberglass core, having structural values directly related to the thickness of the core and the amount of carbon fiber incorporated, to be used in marine conditions to resist scour or erosion while retaining soil materials behind the panel and resisting hydrostatic loads. Each panel will have high-density polyethylene (HDPE) interlocks on opposite edges allowing the panels to slide together allowing a series of joined panels to form a continuous wall. Additionally the preformed HDPE interlocks may be field-installed and removed allowing the carbon fiber panels to be cut to a specific dimension as necessary.

Abstract: A sediment control roll includes a threshold member having large apertures therethrough, a hollow sediment collection chamber, and an outflow filter having small apertures therethrough. The sediment control roll can be used to collect sediment in runoff from a construction site, or to reduce removal of sediment from an existing mass of soil, sand or other sediment. The sediment control roll can for example be made by rolling up extruded polymeric netting with filter cloth attached thereto.

Abstract: A modular flood control panel is provided having a base and supporting “A”-frame structure. The base locks into the ground, or supporting wall of sandbags, with a series of four adjustable angle stakes per each panel. The invention folds flat when not in use, for storage and for transportation on a truck to flood water areas. The panels are joined together with the use of a five inch wide joining slat that slides down into a channel on each side of each panel.

Abstract: The present invention is directed to a new and useful labor saving method of constructing &Lgr;-shaped dam structures to retain silt in farm field intermittent watercourses by utilizing 10″ and 2″ black plastic drainage tile.

Abstract: A method of making artificial barrier islands or break waters. The method consists of driving a series of piles in the shape of the island, attaching a number of wire mesh sections, to form a fence around the perimeter of the piles, connecting the tops of the piles with cables, and then filling the formed enclosure with riprap (rock) material. Once the rock has reached the water surface, it is covered with suitable soil and vegetation to create the island. The piles and mesh are hidden below the water surface and the formed island takes on a natural appearance. In this way, the artificial island is a barrier to storms, thus protecting the shoreline and wetlands from erosion. Moreover, the artificial island creates an ideal habitat for birds, fish, reptiles and amphibians. In certain environments one island can protect approximately 10 times the amount of shoreline that lies behind it.

Abstract: A composition including a vegetable oil and a structural material selected from a group comprising soil, sand, bitumen, asphalt, and concrete. The polymerized vegetable oil being substantially within a range of 2%-20% by weight of the structural material.

Abstract: A method for packaging conventional silt fencing and a product produced by the method. Silt fabric is attached to a number of evenly spaced stakes. The stakes are then bunched together so that the silt fabric hangs between the stakes in descending loops. The bunching is continued until all the stakes lie close together in one plane. The loops of silt fabric are then wrapped tightly around the stakes. Securing bands are then placed around the assembly to create a flat pack.

Abstract: A system of composite panels comprised of resin impregnated carbon fiber sheets, on opposing sides of a fiberglass core, having structural values directly related to the thickness of the core and the amount of carbon fiber incorporated, to be used in marine conditions to resist scour or erosion while retaining soil materials behind the panel and resisting hydrostatic loads. Each panel will have high-density polyethylene (HDPE) interlocks on opposite edges allowing the panels to slide together allowing a series of joined panels to form a continuous wall. Additionally the preformed HDPE interlocks may be field-installed and removed allowing the carbon fiber panels to be cut to a specific dimension as necessary.

Abstract: A shore protective barrier system for protecting an existing seawall in the face of heavy storms including a plurality of used automotive tires aligned upright in a row substantially side-by-side with one another, filled with concrete to form a single integrated unit sunk horizontally into the ground as a break wall.

Abstract: A device and method for stabilization of beaches and building walls, patios and similar simple structures consisting of blocks with trapezoidal or rectangular shapes which have staking or interlocking means of interconnecting blocks and where the top has an open area allowing fill by slurries of water and sand, gravel or clay and the escape of clarified water during and after filling.

Abstract: A linear modular erosion and sediment control barrier is constructed of fiber logs joined end-to-end, the logs having a maximum length of about 8 feet long. Each fiber log is made of a quantity of loose fibers retained in a tubular casing by a plug. The tubular casing includes an extended section which is peeled back and folds over the end of the coupler fiberlog during storage and transportation. When deployed, the extended section is unfolded to receive the end of an adjacent fiber log. The two fiber logs are secured together by a cord and hooks. The combination of a plurality of coupler fiber logs on the surface of a pallet is particularly suited for storing and transporting the logs.

Abstract: The riparian improvement structure for use upon riparian protection, shore and bank protection, wave control, water control, etc. of a river, lake, sea, etc. is composed of a plurality of blocks and a structural body or bodies composed of a plurality of wooden materials or mass materials. The riparian improvement structure also provides an environment suitable for the habitation of aquatic life such as fish, crustaceans, e.g., crabs, shrimps, aquatic insects, etc., and for the growth of aquatic plants, etc. The blocks are each provided with a water passage, such as a through-hole formed therein or a plurality of grooves formed on the bottom thereof, through which fresh water can flow, when they are disposed on the structural body or bodies or on a riparian area such as a river-bed, shore, bank, bottom, etc. of a river, lake, sea, etc. The blocks are disposed for fresh water to flow through the water passage and to be supplied to the structural body or bodies inhabitable for aquatic life.