Abstract: A system is provided for shoreline stabilization having at least five rectangular shoreline stabilization devices; wherein a first two of the devices are arranged on opposite sides of a line running perpendicular to the first two devices; at least one of the devices is positioned perpendicular to and on top or in between the first two devices, and atop the line; and wherein a second two of the devices are each positioned at an angle relative to the first two devices to provide two angled devices, with a first end on top of one of the first two devices and a second end resting on at least one of the perpendicular devices to form an angle between a slope of between about 1.5:1 and 2:1, wherein the two angled devices are not resting on the same one of the first two devices.

Abstract: A protective device, in particular an anti-erosion protective device, preferably a geotextile, is at least configured to be planarly spread over a surface, in particular an earth surface, that is to be protected, and which is at least largely implemented of a plurality of synthetic fibers interconnected via force-fit connection and/or substance-to-substance bond and arranged in such a way that they form an essentially three-dimensional structuring, wherein at least a large portion of the synthetic fibers are at least largely biodegradable.

Abstract: A device for damping hydrosound in liquid having a frequency range emitted from a sound-emitting body in the liquid includes: a plurality of individual gas volumes distributed in the liquid in an area of the sound-emitting body and at a distance from each other, each of the individual gas volumes being operable to reduce the hydrosound through resonant oscillations; and at least one mass body disposed in the liquid, the individual gas volumes being connected to the at least one mass body so as to prevent the individual gas volumes from rising up in the liquid.

Abstract: A magnetic tag sensor includes a cylinder and threaded pipe embedded therein and simulates a magnetic dipole; two threaded pipe wiring interfaces being connected to first and second cables, running through a cylinder upper cross-section outer wall and extending out of the cylinder; the cylinder is sleeved on a guide rail and at a junction between a riverbed and water; an guide rail end inserts into the riverbed, a water sealing box is mounted on a top of the guide rail, a power supply module, a relay and a load arranged inside the water sealing box, the first cable connected to a positive pole of the power supply module, and the second cable connected to a negative pole through the relay and load connected in series; and the threaded pipe in the wall of the cylinder moves up and down with the riverbed to generate a magnetic field signal.

Abstract: A pipeline protection and leveling device for an underground pipeline. The device includes a permeable housing structure having a left side, a right side, a bottom and an open top. An excavator hook lift strap, an upright lift strap, and at least one side lift strap each extend from the permeable housing structure. A top opening closure mechanism is configured to close the open top.

Abstract: A transportable wave suppressor and sediment collection system for suppressing wave action along the shore of a body of water, which includes a plurality of interconnected sections, each section including a base, a forward wall, and a rear wall, and having a plurality of flow pipes extending from the forward wall to the rear wall, and further including a plurality of shelves on the forward wall for dispersing wave energy, while redirecting and using the wave energy to allow water and sediment to flow into the flow pipes and for collecting sediment that is not carried into the flow pipes and settles on the shelves for being contacted by a following wave to carry the sediment into the flow pipes. In some deeper water embodiments, the sections may include a base portion, a top portion and one or more spacer portions to enable raising or changing the height of the system.

Abstract: A frame for cradling a rolled surface covering during installation onto a ground surface, including first and second spaced-apart end panels, a surface covering support base extending between the first and second spaced-apart panels and adapted for holding the rolled surface covering during installation. At least one lower roller extends along the support base between the first and second spaced-apart end panels at a level above the support base, and at least one upper roller extends along the support base between the first and second spaced-apart end panels at a level above the support base and is vertically spaced-apart from the at least one lower roller. The space defines a gap extending along a length of the at least one lower roller and the at least one upper roller through which a free end of the rolled surface covering is extended during installation onto the ground surface.

Abstract: The present disclosure relates to a system for installing anti-scouring material on a premanufactured marine foundation, said foundation being transportable in a self-floating manner to its final position on the seabed; comprising: at least one device for housing the anti-scouring material; at least one device for securing the anti-scouring material and/or said housing device to the marine foundation; and wherein the housing device and the securing device are installable on the marine foundation prior to the marine foundation being installed in its final position.

Abstract: A system and method to provide water and sediment flow through a dam or rock jetty, including a plurality of flow pipes positioned through the dam or jetty to receive water carrying sediment and a principal flow pipe to receive flow from the plurality of flow pipes and to deposit water and sediment a predetermined distance to the rear of the dam or jetty. A continuous trough may be mounted on the jetty forward face to efficiently capture water and sediment at entrances of the plurality of flow pipes. A system and method is also provided to suppress wave action against a shoreline and to collect sediment to build up the shoreline, comprising shelves extending out from a front wall of each body section, below a plurality of flow pipes, the shelves for shearing a wave and dispersing and using wave energy to direct sediment through the flow pipes.

Abstract: A system for implementation or de-pollution and revitalization of artificial or natural lakes, inserted in land block and street structures around them, aiming at modulation in the artificial or natural lakes, insertion of dividing walls made of vinyl curtain, land dykes, concrete walls, or any other way, dividing the artificial or natural lake in isolated places, so there is no contact between the water of each module, considering that each module can be used for different activities, such as bathing, water sports, fishing, etc., considering that the water of the artificial or natural lake is de-polluted through the portable or the stationary treatment unit and preferably, conditioned into containers.

Abstract: A device for protecting against the scouring of granular fillings submerged in gravity structures in which a filling with granular materials must be deposited once the structures are submerged, so that the structures reach a weight sufficient to en sure the stability thereof against the actions to which they are subjected. The device consists of one or more porous covers that sit and/or are secured as an upper closure of the structure to protect the inner filling, each of the covers having a plurality of openings that are distributed on the surface thereof and have a size suitable to allow the passage of the filling material, which filling material is transferred to the inside of the structure simply by pouring until a height close to the cover is reached, leaving a margin or chamber between the two that is suitable for generating an internal turbulence that dissipates wave energy and incident currents, thereby making it difficult for the filling material to escape from the inside through the openings.

Abstract: A transportable wave suppressor and sediment collection system for suppressing wave action along the shore of a body of water, which includes a plurality of interconnected sections, each section including a base, a forward wall, and a rear wall, and having a plurality of flow pipes extending from the forward wall to the rear wall, and further including a plurality of shelves on the forward wall for dispersing wave energy, while redirecting and using the wave energy to allow water and sediment to flow into the flow pipes and for collecting sediment that is not carried into the flow pipes and settles on the shelves for being contacted by a following wave to carry the sediment into the flow pipes. In some deeper water embodiments, the sections may include a base portion, a top portion and one or more spacer portions to enable raising or changing the height of the system.

Abstract: A water and soil conservation and ecological restoration method of high and steep, abandoned slag piles at high elevation with large temperature differential in xerothermic drought valleys, comprises: preparing a mixed material; collecting and cutting a plant to obtain a plant ingredient; preparing a treated material; digging tree holes; planting; spreading the treated material, and watering. The water and soil conservation method adds gelling material for cover soil, and stirs to allow fine particles in the cover soil to be uniformly coated on the coarse particles to realize coherence, thus effectively avoiding water erosion and wind erosion on the loose cover soil on a slope and slag pile, reducing the cover soil falling into gaps of large slag pieces on the slope surface, thus controlling the water and cover soil conservation of a slag pile, and the scale of fill earth, and ensuring the survival rate and preservation rate of planted trees.

Abstract: A ground stabilization grid which includes a series of polygonal shaped cells having “x” sides. The cells are formed by polymer walls having a wall height of between about 1? and about 6?. Each cell shares a common wall section with at least two adjacent cells; and a majority of cells within the grid includes at least two reinforcing ribs extending across the cell to engage opposing walls of the cell. The reinforcing ribs are characterized by (i) engaging the cell walls between about 25% and about 75% of the wall height, and (ii) extending between different opposing walls of the cell.

Abstract: An animal trap (T) has an attached chain (C) and anchor (A). A driver (10) for driving the anchor into the ground has a shaft (12) with upper and lower sections (12A, 12B), the upper section having a smaller diameter than the lower section. The bottom (14) of the shaft is contoured to mate with the anchor. A handle (16) facilitates removal of the shaft from the ground after the anchor is driven into place. The handle has a sleeve (18) slidably fitting over the upper section of the shaft and an arm (22) extending outwardly from the sleeve for grasping by a user of the driver. A cap (24) fits onto the upper end of the shaft and is struck by a tool used to drive the shaft into the ground and set the anchor in place.

Abstract: A method of implementing an ecologically sustainable Vetiver plantation, which provides for reduced cost and time for propagating, transplantating and harvesting of Vetiver Grass.

Abstract: A retaining wall block generally comprises a block body having a front face with a plurality of support legs extending rearward therefrom, opposed first and second side surfaces, and opposed and substantially parallel upper and lower surfaces. A preferred leg spacing of side support legs allows the side legs of each successive course of blocks to rest on the side legs of the prior-laid rows, while allowing the center legs to float freely. The free-floating center leg may allow attachment of additional stabilization means to the center leg without preventing the blocks from resting directly on the course below.

Abstract: A drug packaging device includes: a storage in which drug units are stored; a supply channel communicating with the storage through a supply hole formed in a wall of the storage, extending from the storage, and supplying drug units discharged from the storage to a drug packaging member; and an actuator moving up and down and rotating the storage. The actuator moves the storage up or down to a position at which the storage communicates the supply channel, and rotates the storage to generate centrifugal force required to discharge the drug units from the storage to the supply channel. The supply channel includes: an inlet portion hingedly connected to the storage; an outlet portion which is a free end that is unfixed, and a vibrator installed at the inlet portion and vibrating the inlet portion.

Abstract: Sediment-control fences that are structurally enhanced to prevent failure due to hydrostatic and hydrodynamic forces are disclosed. The sediment-control fences comprise a permeable geotextile material and reinforcing straps located at controlled heights. The reinforcing straps provide added strength and stiffness at key structural locations along the height of the sediment-control fence.

Abstract: 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 conditions and adverse weather events. The apparatus can include a plurality of anchored rolls and soil lifts operative to stabilize the shoreline.

Abstract: A transportable wave suppressor and sediment collection system for suppressing wave action along the shore of a body of water, which includes a plurality of interconnected sections, each section including a base, a forward wall, and a rear wall, and having a plurality of flow pipes extending from the forward wall to the rear wall, and further including a plurality of shelves on the forward wall for dispersing wave energy, while redirecting and using the wave energy to allow water and sediment to flow into the flow pipes and for collecting sediment that is not carried into the flow pipes and settles on the shelves for being contacted by a following wave to carry the sediment into the flow pipes. In some deeper water embodiments, the sections may include a base portion, a top portion and one or more spacer portions to enable raising or changing the height of the system.

Abstract: A shoreline protection and bank stabilization system and method are provided that creates a living shoreline suitable for a variety of soils and wave energy conditions. A combination of recycled plastic matrix layers of geo-synthetic recycled plastic matrix sheets is employed, including matrix sheets that are planted during installation and those that contain pre-grown vegetation. The sheets are secured on a newly constructed or existing levee, earthen berm or earthen terrace. When installed, the system protects and stabilizes banks and shorelines with a variety of soils including loose organics. The system also stabilizes and protects banks and shorelines from a variety of wave energy environments including open water wave action in coastal waters throughout the United States and internationally, but especially in the coastal environment of Louisiana and the Gulf Coast.

Abstract: A large scale geotextile tube includes a plurality of shelves that extend across the width of the geotextile tube with each shelf formed of a web of geogrid material or geocell material. As one moves from the bottom of the geotextile tube to the top of the geotextile tube, the width of each shelf decreases. The geotextile tube can be surrounded by an envelope formed of geogrid material.

Abstract: Armor units for rubble mound structures including breakwaters, revetments, groins, jetties, and the like. Embodiments are appropriate for ocean, river, lake and reservoir structure armoring, to prevent erosion from damaging hydrodynamic forces resulting from waves and water currents, and the like. An embodiment includes a central rectangular section, three “half H-shaped” appendages, optionally, one end frusta, and a flat bottom with two extrusions, nominally smaller than other appendages and frusta. An embodiment is symmetric about two perpendicularly intersecting vertical planes extending through the centroid of the unit. The three half H-shaped members are connected to outer parts of a side defined as the top and the two longitudinal sides of the central section. The three half H-shaped members comprise four-sided frusta that taper from a base at the central rectangular section to four-sided distal ends. For select embodiments, the frusta are generally symmetric.

Abstract: A geotextile tube includes a bag unit, an extending unit, a main stitch seam, and two auxiliary stitch seams. The bag unit includes a tubular wall and an end wall cooperatively defining a filling space. The extending unit includes two extending parts respectively extending from opposite lateral sides of the end wall and each defining a buffering space. The main stitch seam extends from one of the extending parts to the other one of the extending parts for sealing the filling space. The auxiliary stitch seams intersect the main stitch seam, and are respectively disposed at the lateral sides of the end wall such that the end wall is substantially flat. Each auxiliary stitch seam separates an adjacent buffering space from the filling space.

Abstract: A debris flow drainage channel is provided. The debris flow drainage channel is applicable to debris flows with large gully bed longitudinal slopes. The debris flow drainage channel has an upstream step section and a downstream step section. The debris flow drainage channel also has a step pool disposed between the upstream step section and the downstream step section. The pool section has a cable net cage bottom protection, a cable net cage buffer layer and block stones.

Abstract: A transportable wave suppressor and sediment collection system for suppressing wave action along the shore of a body of water, which includes a plurality of interconnected sections, each section including a base, a forward wall, and a rear wall, and having a plurality of flow pipes extending from the forward wall to the rear wall, and further including a plurality of shelves on the forward wall for dispersing wave energy, while redirecting and using the wave energy to allow water and sediment to flow into the flow pipes and for collecting sediment that is not carried into the flow pipes and settles on the shelves for being contacted by a following wave to carry the sediment into the flow pipes. In some deeper water embodiments, the sections may include a base portion, a top portion and one or more spacer portions to enable raising or changing the height of the system.

Abstract: Described is a kit for constructing retaining walls including multiple interconnecting units. Various units are provided including primary retaining wall units, end units, and corner units. Each unit is square or rectangular in shape and includes an interior volume, a lip on an upper end thereof, and a protrusion on a lower end thereof. The units can be stacked on top of one another and can be secured by engagement of the lip of a first unit with the protrusion of a second unit. The units can also be arranged side-by-side and secured to one another using securement posts and fasteners. The units include one or more exterior surfaces having a finished appearance that resembles wood, brick, or stone, among others. Further, each unit includes one or more drainage apertures thereon. In this way, the present invention provides a versatile system for constructing a retaining wall of a desired configuration.

Abstract: A method for inhibiting erosion at a coastal location includes inducing coastal vegetation to take root in a site-compatible mat including a biodegradable mat combined at most with fertilizer, sand, and/or soil. After the coastal vegetation has taken root in the site-compatible mat, the mat is placed on the coastal location, and the coastal vegetation is allowed to take root as the biodegradable mat decomposes. In embodiments, the coastal location can be a flat area of sand, or a constructed or naturally occurring sand dune. The site-compatible mat can include fertilizer and/or coir, which can be brown coir. The mat can include and/or be covered by sand or soil having a composition that is substantially equivalent to sand or soil that is indigenous to the coastal location. Bird roosting stakes can be planted through the mat.

Abstract: A single box gabion is disclosed. The gabion comprises interconnected side walls. Each side wall comprises at least one substantially closed side wall element panel that prevents a gabion fill material from falling through the side wall without the aid of a gabion lining material. The single box gabion can be coupled together to form a modular gabion structure to protect military or civilian installations from weapons assault or from elemental forces, such as flood waters, lava flows, avalanches, soil instability, slope erosion and the like.

Abstract: An improved process for minimizing the rising of airborne dust from a substantially non-vegetated, wind-swept, ground surface (i.e., the ground surface to-be-treated, GSTBT) includes the steps of: (a) spreading directly on this GSTBT a continuous layer of a thin, porous, polymeric fabric, (b) adhering portions of the boundary edge of the fabric to the GSTBT at a plurality of locations that are proximate the GSTBT's perimeter edge, (c) utilizing this thin, porous, polymeric fabric in the form of a roll having a uniform roll width, (d) wherein the spreading step further includes unrolling a roll of the fabric so as to lay down and cover the GSTBT with parallel and adjoining strips of the fabric that have over-lapped edges, and (e) adhering together the over-lapped edges of the adjoining strips so as to create a continuous fabric that covers the GSTBT.

Abstract: A transportable wave suppressor and sediment collection system for suppressing wave action along the shore of a body of water, which includes a plurality of interconnected sections, each section including a base, a forward wall, and a rear wall, and having a plurality of flow pipes extending from the forward wall to the rear wall, and further including a plurality of shelves on the forward wall for dispersing wave energy, while redirecting and using the wave energy to allow water and sediment to flow into the flow pipes and for collecting sediment that is not carried into the flow pipes and settles on the shelves for being contacted by a following wave to carry the sediment into the flow pipes. In some deeper water embodiments, the sections may include a base portion, a top portion and one more spacer portions to enable raising or changing the height of the system.

Abstract: The invention relates to a method for forming an artificial grass layer on a substrate, comprising the steps of supplying a pack of flat and deformable artificial grass strips, in which the strips are arranged with their flat faces side-by-side and are connected to each other at mutually offset locations, placing the pack of artificial grass strips on or partially in the substrate, pulling apart the artificial grass strips, thus forming a grid, and at least partially filling at least some of the openings in the grid with a stabilizing material. The invention further relates to a method for forming such a pack of flat and deformable artificial grass strips.

Abstract: A method of preventing soil erosion in, among areas, seaside locations, includes drilling holes in the ground and filling the holes with a mixture of the soil and gelatin, and then curing the mixture in situ to form a barrier against soil erosion.

Abstract: A rapid deployment integrated erosion prevention and soil stabilization system that eliminates the need to disturb the soil by digging, tilling, trenching, or soil void formation, said system that includes an irrigation bladder with a plurality of water outlets; an elongate mulch wattle spaced slightly apart from said bladder and disposed in a generally parallel side-by-side relationship in relation to said bladder; and a generally linear array of deep rooting plant strips disposed between said bladder and said wattle; wherein said irrigation bladder, said mulch wattle and said grass strips are physically combined to form a deployment module.

Abstract: A geotextile container has a bag section, a cover section and a stuffing space. The bag section has a bag cloth, a bag non-woven fabric and a trapezoidal longitudinal section. The cover section is integrally connected with the bag section and has a cover cloth and a cover non-woven fabric. The stuffing space is formed inside the bag section and has a first margin portion. A longitudinal section of the stuffing space is trapezoidal. The first margin portion is formed at a side of a bottom of the stuffing space. The first margin portion can be immediately unfolded and contain filling materials once the geotextile container is projected into the sea.

Abstract: A transportable wave suppressor and sediment collection (WSSC) system positionable in deep water along a coastline of a body of water, having a plurality of sections, each section further including a base portion having an upper floor portion, a forward wall, rear wall and two sidewalls and an open bottom end portion for being positioned on a floor of the body of water; at least a pair of raised elongated members positioned on the upper surface of the upper floor of the base; an upper portion to be secured to the base portion, the upper section having a angulated front wall to receive the flow of water through a plurality of flow pipes as the water engages each section; at least a pair of elongated openings in the upper portion for receiving the raised elongated members positioned on the upper surface of the upper wall of the base to define a means for securing the base to the upper portion.

Abstract: A coastal recovery module including a body portion defining an interior compartment. The coastal recovery module may also include a selectively sealable fluid conduit. The selectively sealable fluid conduit may provide a fluid communication between the interior compartment and an exterior of the body portion, the fluid conduit configured for selectively flooding and dewatering the interior compartment. The coastal recovery module may further include a wave energy mitigation structure associated with at least a portion of a top surface of the body portion.

Abstract: Disclosed is a removable erosion-control and fencing (“REAF”) system for shoreline preservation along a line defined by a plurality of posts. An exemplary REAF system comprises first and second post clamp pairs mounted to adjacent posts. Each post clamp pair “sandwiches” a post and is fixedly attached to the post by virtue of fasteners that lock one half of the post clamp pair to its other half. In this way, the post clamp pair “hugs” the post and is secured thereon without having to be permanently fixed to the post or damaging the structural rigidity of the post. Each post clamp pair includes a substantially vertical wall slot such that one or more cross-members may be received into the walls slots to form a wall section in a space defined between the adjacent posts.

Abstract: A method and assembly are disclosed for building a soldier pile shore wall or soldier pile retaining wall. The method and assembly are designed to permit the shore wall to be leveled along the bed of a body of water, whether the bed of the body of water is level or not level. Simultaneously, the method and assembly prevent erosion of the bed of the body of water in the vicinity of the assembly, extending the life-span of the shore wall, and enabling maintenance of the shore wall to be performed by permitting the assembly to be re-embedded in the bed of the body of water and re-leveled at the time when erosion eventually does occur.

Abstract: Described herein is a protected container employed to prevent soil erosion. The protected container is a geotextile container having a debris shield disposed thereon. The debris shield protects the integrity of the geotextile container by providing a strike barrier which has air and water flow capabilities. The debris shield is a composite fabric comprising a woven protective layer having abrasion resistance and a woven three-dimensional layer which provides impact dampening and energy dissipation.

Abstract: A pyramidal geotextile fabric comprising two sets of multi-lobe filament yarns interwoven in substantially perpendicular direction to each other, each of the multi-lobe filament yarns having pre-determined, different heat shrinkage characteristics such that, upon heating, the fabric forms a three-dimensional, cuspated profile. A method of stabilizing soil and reinforcing vegetation comprises the steps of placing a three-dimensional, high-profile woven fabric into soil, wherein the fabric comprises two sets of multi-lobe filament yarns interwoven in substantially perpendicular direction to each other, each of the multi-lobe filament yarns having pre-determined, different heat shrinkage characteristics such that, upon heating, the fabric forms a three-dimensional, cuspated profile; securing the fabric to the ground; and, distributing soil and seed onto the fabric such that the section of ground is quickly revegetated and thereby protected from further erosion.

Abstract: A wave break structure having a body with a bulkhead and a first pontoon and a second pontoon. The first pontoon is positioned on one side of the bulkhead and the second pontoon is positioned on the opposite side of the bulkhead. The bulkhead extends substantially above the first and second pontoons. The bulkhead and the pontoons are integrally formed together of a metallic material. The bulkhead having a first wall extending at least 45° with respect to a second wall of said bulkhead so as to have an inverted V-shaped configuration. A crushed stone coating is applied to a surface of the bulkhead.

Abstract: A single box gabion is disclosed. The gabion comprises interconnected side walls. Each side wall comprises at least one substantially closed side wall element panel that prevents a gabion fill material from falling through the side wall without the aid of a gabion lining material. The single box gabion can be coupled together to form a modular gabion structure to protect military or civilian installations from weapons assault or from elemental forces, such as flood waters, lava flows, avalanches, soil instability, slope erosion and the like.

Abstract: A buoy for use in reducing the amplitude of waves in water and a system making use of plural buoys to create a floating breakwater. Each buoy is arranged to be constrained, e.g., connected to an anchor, and comprising a body e.g., a cylindrical member having at least one outwardly projecting fin, that is configured to be resonant and impedance matched. The buoy and anchoring approach allows for self-tuning to the changes in the wave spectrum due to the tidal or storm surge induced changes in the water depth. The body of the floating buoy is not limited to circular cylinder, and could be square, hexagonal, triangular, etc. but must have at least one exterior mounted fin.

Abstract: A device for damping and scattering hydrosound and wave motions in water includes a plurality of envelope bodies, each enclosing a gas and each spaced at a distance from one another and surrounded by the water, wherein the device is configured to receive water flowing through it in a direction of sound propagation.

Abstract: A new synthetic cultivar of prairie cordgrass designated ‘Savoy’ is described. ‘Savoy’ is well adapted to the lower Midwest environment of the United States of America, and has a higher biomass yield potential than presently available commercial prairie cordgrass cultivars, such as ‘Red River’. In particular, compared to ‘Red River’, the cultivar ‘Savoy’ has higher mass per tiller, more leaves per tiller, higher shoot height and longer, wider leaves containing more biomass per leaf.

Abstract: The present invention relates to a gabion comprising at least one individual compartment for receiving, a fill material, the each individual compartment of the gabion being bounded by at least one wall, the wall material forming at least one closed panel around the each individual compartment effective for retaining the fill material, the wall material having sufficient flexibility to allow the gabion to be folded and/or rolled in a first pre-deployment configuration, wherein the pre-deployed gabion is restrained in its first configuration by a form of restraining means, the wall material having sufficient resilience such that when the gabion is released from its restraining means, it tends to unfold and/or unroll from its first configuration towards or to a second deployment configuration.

Abstract: A wave break structure having a body with a bulkhead and a first pontoon and a second pontoon. The first pontoon is positioned on one side of the bulkhead and the second pontoon is positioned on the opposite side of the bulkhead. The bulkhead extends substantially above the first and second pontoons. The bulkhead and the pontoons are integrally formed together of a metallic material. The body has a first tow bar and a second tow bar affixed at an end thereof. A plurality of ports extends through a thickness of bulkhead. The bulkhead and the pontoons have angled surfaces so that one body can nest within an adjacent body.

Abstract: An ecological board includes a quadrilateral board body, on the side edges thereof is disposed at least one reglet or at least one insertion groove to be engaged with a corresponding insertion groove or a reglet of another identical board body. Further, a plurality of separated strong and pliable pad bodies are embedded in at least a first side surface of the board body and protrude outwards therefrom. The ecological board according to the present invention is durable, stable, easy to construct, maintain, and repair, and environmentally friendly to the natural landscape. Most importantly, it can be applied to various environments, such as coastlines, artificial reefs, and slopes of reservoirs, rivers, or mountains.