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: A lightweight, non water retaining, biodegradable soil replacement material which may be charged into a flexible non biodegradable synthetic bag. The fill material may be expanded polymeric materials to afford lightweight, insulation and adequate drainage which may be charged into a flexible bag having a mesh composition. The product may be used against foundations, walls, retaining walls, piers, columns, weeping tiles or any other structure where backfill is required. The product may have other applications due to its insulating ability which do not include soil replacement but may simply be to fill a space or opening.

Abstract: Windblown particles are controlled by a porous tubular control device formed from a sheet of netting material having a plurality of interconnected webs which define a plurality of apertures. The sheet of netting material assumes a three-dimensional tubular configuration. The tubular configuration is oriented to confront the wind and cause the wind blown particles to flow through the apertures of two vertically oriented portions of the tubular netting sheet to create aerodynamic drag and turbulence altering effects which stabilize, deposit and retain the windblown particles. The control device is effective in preventing the wind erosion of snow, sand or dust over an area much greater than the area occupied by the device.

Abstract: In this invention, after the grade at a construction site has been excavated and/or graded to its preliminary rough grade, re-enforcing material, typically synthetic in nature, such as nylon or polypropylene mesh or rods, fiber-glass rods or mesh, or other specified re-enforcing material is laid across soil at the construction site and a reinforced base is formed by covering the reinforcing material with a polymeric resin, whereby upon curing, the polymeric resin and reinforcing material forms a contiguous thermo-structural base. Re-enforcement material comprising synthetic and/or non-synthetic components in the form of rods, rope, strapping, mesh, netting, geotextile fabrics or other dimensional forms laid longitudinally, or in a grid pattern, in single or multiple layers, tied or not tied all in situ sprayed with a high density closed cell, water resistant expanding two component polyurethane foam system.

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 invention concerns a protective barrier installed across a slope. The invention is characterized in that the net is maintained by several supports each having a first mast pointing downstream and whereof one end is fixed to an anchoring point in the ground and a second mast bearing on the ground, the two masts mounted side by side in a crossover geometrical relationship defining a predetermined angle which is determined by the type of use of the protective barrier, i.e. for falling rocks or to protect against avalanches; with the free ends of the masts having stays installed between the masts.

Abstract: An erosion barrier implementing the invention is a filter berm advantageously comprising a biodegradable “sock” filled with a biodegradable material, e.g., using conventional blower techniques. The sock is composed of materials, such as burlap, that naturally rot and decompose. Thus, when the sock decays, it merges into the surrounding soil and thus leaves no trace. Preferably, the biodegradable material comprises compost that is pre-seeded to allow desired vegetation to grow from the compost into the underlying soil. In this manner, the vegetation anchors the berm and prevents it from eroding, even when its exterior sock is fully decomposed. In an exemplary embodiment, the sock may be constructed with larger holes on its bottom so as to allow the material in the berm to effectively bind and adhere to the soil beneath.

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: 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 drainage system is provided for a synthetic grass turf assembly having a flexible and water permeable sheet backing for installation on a supporting soil substrate to provide a game playing surface. The draining system of the present invention prevents water from accumulating on the turf surface, which could cause the top-dressing layer to “float” and be moved by inundation. The draining system of the present invention includes a spacing grid disposed between the backing of the turf. The spacing grid is structured to permit water not only to be drained vertically through the spacing grid, but also to be drained horizontally through the spacing grid to the edges of the field. The spacing grid is made from one or more types of geotextile or plastics material with an adequate flexibility to improve the impact absorption capabilities and resilience of the synthetic grass turf assembly.

Abstract: A method and material for preventing erosion and maintaining playability of golf course sand bunkers. A geotextile liner is formed of two water-permeable layers. A first non-woven layer of randomly-aligned, synthetic fibers is configured and adapted to maintain sand in place within a sand bunker. A second backing layer formed of spunbond synthetic fiber is impervious to sand and configured and adapted to prevent downward migration of sand through the liner, while also preventing the upward migration of weeds, rocks and other contaminants that hinder the playability of the sand bunker. The backing layer also permits seams between adjacent sections of the liner to be joined by staples that penetrate the second layer but do not penetrate the native soil. Sections of the liner are laid within an unfilled sand bunker, and cut to fit the contours of the bunker as necessary.

Abstract: A method of reducing ground disturbance during freeze-thaw cycles. The steps include excavating soil from an area affected by ground disturbance due to subsurface flow and subsequent freezing of water. A subsurface layer of thermal insulation is then laid over the affected area, thereby thermally insulating the affected area from freezing. The subsurface layer of thermal insulation has a top surface and a bottom surface. A subsurface layer of wick material capable of drawing water away from the affected area by capillary action is also laid parallel to one of the top surface or the bottom surface of the subsurface layer of thermal insulation positioned in a path of the subsurface flow of water.

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 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: An erosion control device is a panel formed of spaced horizontal and spaced vertical rods joined together to create a frame upon which is mounted a sheet of silt fencing material. A plurality of such panels may be rotatably joined together to form different configurations of erosion control fencing. The panels are reusable and the silt fencing material may be replaced thereon. The silt fencing material may be used to form a pocket for sand, thus forming a sandbag at the base of the panel for controlling water flow. The panel may have affixed thereto at the base a narrow metallic strip for cutting into the ground as the panel is forced downward thereon.

Abstract: There is provided a device for securing geo-textile material in place on the ground in the form of a fastener having a top member and at least one elongated leg member. The leg member is driven into the ground in close proximity to the geo-textile material. The top member remains above the ground with at least a portion of the top member being of a color which contrasts with the color of the geo-textile material so that the location of the fastener may be readily determined. Thus, an inspector will know whether or not the geo-textile material has been properly secured to the ground.

Abstract: An erosion barrier implementing the invention is a filter berm advantageously comprising a biodegradable “sock” filled with a biodegradable material, e.g., using conventional blower techniques. The sock is composed of materials, such as burlap, that naturally rot and decompose. Thus, when the sock decays, it merges into the surrounding soil and thus leaves no trace. Preferably, the biodegradable material comprises compost that is pre-seeded to allow desired vegetation to grow from the compost into the under-lying soil. In this manner, the vegetation anchors the berm and prevents it from eroding, even when its exterior sock is fully decomposed. In an exemplary embodiment, the sock may be constructed with larger holes on its bottom so as to allow the material in the berm to effectively bind and adhere to the soil beneath.

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 polyurethane-forming reaction mixture characterized by its ability to be adjusted with respect to its viscosity in response to changing temperature and humidity conditions is achieved with a mixture that includes a liquid polyisocyanate having an isocyanate group content of at least 10% by weight, an isocyanate-reactive component which includes at least one high molecular weight polyol, a urethane catalyst and from 0.2 to 5 parts by weight per 100 parts by weight of isocyanate reactive component of a viscosity adjusting component. The viscosity adjusting component is preferably a diamine, a polyamine and/or an amine-terminated polyol. This reaction mixture is particularly useful for producing polyurethane geotextile composite materials useful as liners for ditches and canals.

Abstract: A biodegradable log includes a strip of absorbent material embedded therein and at least one wick extending from the strip outside of the log. The wick draws moisture into the biodegradable log in order to maintain an aqueous environment for embedded vegetation. Holes may be provided at least partially through the log diameter and along the log length to facilitate log placement and installation.

Abstract: A lightweight, non water retaining, biodegradable soil replacement material which may be charged into a flexible non biodegradable synthetic bag. The fill material may be expanded polymeric materials to afford lightweight, insulation and adequate drainage which may be charged into a flexible bag having a mesh composition. The product may be used against foundations, walls, retaining walls, piers, columns, weeping tiles or any other structure where backfill is required. The product may have other applications due to its insulating ability which do not include soil replacement but may simply be to fill a space or opening.

Abstract: Numerous embodiments of wholly colored, partly colored and color-coded geocomposites, geotextiles and geofabrics are provided. Colored sheets, layers and laminates of the invention possess a high resistance to degradation by the effects of heat, UV and other wavelengths of light. Methods for employing the sheets, layers and laminates of the invention for shielding selected land surfaces, for providing indicators regarding the positions of one or more below-ground facilities such as utility pipes, for repelling birds, animals and insects, and for facilitating the installation of geocomposites, geotextiles and geofabrics are provided.

Abstract: A filled synthetic sports playing surface is provided comprising, generally, a synthetic grass having fibers secured to a backing fabric. The backing fabric may have single, composite or multiple layers. The fibers can be formed from polyolefins, their co-polymers, or polyamides, and may be monofilament or slit film type yarns. The top dressing comprises natural soil or a synthetic soil or may be a mix of natural soil or synthetic soil with conventional infill material, such as resilient particles, mineral particles coated with a resilient layer or other types of infill materials. Alternatively, the top dressing may include an absorbent material treated with a coloring agent. The filled fabric generally described above may be installed over a drainage system and can have an irrigation system, particularly for an indoor field, in order to simulate wet weather conditions, provide for more realistic game play and manage other aspects of the field.

Abstract: Numerous embodiments of a synthetic drainable base course (“SDBC”), and paved structures that may advantageously include an SDBC, are provided. As a key advantage of SDBC's according to the invention, they are of sufficient capacities and structural strength to be used within layered paved structures such as highways, airport runways and parking lots, to provide drainage superior to that afforded by conventional means and methods involving the use of open graded base courses that are typically formed of natural soils and aggregate and are extremely expensive to install. The invention includes means and methods that use conventional heavy equipment for installing an SDBC during the construction of a roadway or other paved surface.

Abstract: A tractor carries a vertically adjustable frame supporting a horizontal shaft for a supply roll of silt fence fabric. A vertical plow blade is mounted on the frame, and a vertical fin is supported directly behind the plow blade by a horizontal fabric guide bar attached to the frame. The fin receives an intermediate portion of the fabric directed around the guide bar for folding an edge portion of the fabric into a slot formed within the ground by the plow blade. The frame also supports a hydraulically actuated stake driver rearwardly of the supply roll and directly above the folded edge portion of the fabric. In one form, the stake driver comprises a vertically sliding ram having wide steps for receiving different length stakes. In another form, the stake driver comprises an impact hammer attached to a vertically and horizontally adjustable boom carried by the frame.

Abstract: A connecting system for connecting a first mesh sheet to a member comprising a housing member, a first loop portion, and a first pin member. The housing member defines a loop passageway, and the housing member is adapted to be rigidly connected to the member. The first loop portion is formed on the first mesh sheet and extends into the loop passageway. The first pin member extends through the first loop portion of the first mesh sheet such that a force applied to the first mesh sheet away from the housing member causes the first pin member to engage the housing member and the loop portion to inhibit movement between the first mesh sheet and the member. In one preferred embodiment, the member is a concrete panel. In another preferred embodiment, the member is a second mesh sheet.

Abstract: Seams are sealed and surface defects are repaired in a polyurethane/geotextile composite applied over concrete, an earthen canal or a ditch with a non-sagging polyurethane composition. This non-sagging polyurethane composition is a reaction product of a polyisocyanate, a high molecular weight polyhydroxyl compound, and a compound containing at least two amino groups. A low molecular weight diol or triol, a catalyst and a filler are optionally included in the polyurethane-forming reaction mixture.

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: A myriad of permutations of void-maintaining membrane laminates are provided. Laminates of the invention are particularly useful for providing high performance drainage within layered paved structures such as highways, airport runways and parking lots. Void-maintaining laminates of the invention comprise compression elements that are shaped, adapted and arranged to cooperate with base and upper layers such that superior flow capacities are attained through their void spaces, channels and paths, even under pressures in excess of 5,000 lbs per square inch.

Abstract: A turf reinforcement mat comprises a lofty polymer grid having integrally attached thereto a fibrous mat. The turf reinforcement mat is preferably produced by needle punching a fibrous mat containing low melt temperature thermoplastic fibers and a lofty polymer grid followed by heating to an elevated temperature to fuse fibers of the fibrous mat to strands of the lofty polymer grid. The integral TRM does not necessitate stitching to hold the various layers together in the integral product.

Abstract: A chitosan enhanced erosion control device is described. A walled elongated core member is disclosed having a first open end, a second end, an interior space and one or more openings in the wall communicating the interior space with the exterior of the core member. An outer filter member surrounds the core member. One or both the first and second ends of the core member can be open. One or both of the open ends can comprise couplers or connectors for connecting one core member to one or two complimentary core members. The core member may comprise a flexible plastic pipe, such as high-density polyethylene pipe having a plurality of perforations. Chitosan may be added to one or more device elements to assist in removing unwanted silt and contamination from passing fluid.

Abstract: In the manufacture of an articulated, predominantly concrete mat, which comprises concrete blocks and a flexible geogrid embedded in such blocks and in which the flexible geogrid defines flexible members connecting such blocks to one another, an intermediate article being a concrete slab is cast, in which a flexible geogrid is embedded. The slab has relatively thinner portions, along which the slab is breakable to form such blocks, and relatively thicker portions, which become such blocks when the slab is broken along the relatively thinner portions. The relatively thicker portions are arranged in parallel rows and are staggered in adjacent rows, before the slab is broken therealong, and the relatively thicker portions in alternate rows are aligned in parallel columns, before the slab is broken therealong.

Abstract: A turf reinforcement mat (TRM) comprises a lofty polymer grid having integrally attached thereto a fibrous mat. The turf reinforcement mat is preferably produced by needle punching a fibrous mat containing low melt temperature thermoplastic fibers and a lofty polymer grid followed by heating to an elevated temperature to fuse fibers of the fibrous mat to strands of the lofty polymer grid. The integral TRM does not necessitate stitching to hold the various layers together in the integral product.

Abstract: A reinforced silt retention sheet is provided for use in soil erosion control applications. The reinforced silt retention sheet includes a web of material that allows water to pass therethrough but resists the passage of silt and debris therethrough. The silt retention sheet includes one or more reinforcing elements that provide attachment points for fasteners used to fasten the sheet to support members for proper positioning during erosion control applications.

Abstract: A method and apparatus for land reclamation which includes utilizing groyne-like structures including spaced stanchions to which are mounted porous screens and wherein the screens are vertically adjustable either independently of or with the stanchions as material is deposited during the reclamation process. In some embodiments the screens are elevated by elevating the spaced stanchions.

Abstract: To make an oriented plastics material geogrid 10 in which oriented strands 6, 9 form triangular meshes with a junction 11 at each corner and six of the strands 6, 9 meet at each junction 11, a plastics material sheet starting material 1 has holes 2 in an array of hexagons 3, opposite holes 2 of each hexagon being aligned in the machine direction, and the starting material 1 is stretched first in the machine direction and secondly in the transverse direction. In the eventual geo grid 10, the centre portions of the hexagons in the starting material 1 form the junctions 11. The centres of the junctions 11 are slightly biaxially oriented, but at the edges of the junctions 11, the orientation of the edge of substantially each strand 6 or 9 runs around the edge of the respective junction 11 and into the edge of the next strand 6 or 9. During the second stretch, restraint can be applied in the first stretch direction and discontinued before the material is allowed to relax in the second stretch direction.

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: An improved device and method for mechanically installing erosion blankets on a ground surface. The device holds a roll of an erosion blanket and provides that the blanket unwind when the device is propelled forward. Upon unwinding, the device positions the blanket on the ground and pins the blanket in position using staples, stakes or the like. Preferred embodiments of the device provide for furrowing of the ground before installation of the blanket.

Abstract: Geostabilzing constructs made from synthetic materials such as recycled tires and plastic polymers are provided in forms engineered to stabilize large structures such as buildings, roadways, runways, parking lots, dams, levees and waste containment facilities. Methods and geostabilizers of the invention provide alternatives or complements to conventional uniform and non-uniform gradations of earthen materials thereby decreasing the amount of conventional materials needed to stabilize a large structure. Stabilizers of the invention impart superior resistance to compressive forces and can be designed and manufactured with to possess defined properties such as permeability to the flow of gases or liquids, compressibility, shear strength, rigidity, frictional coefficients, compactability, density, and resistance to movement. Embodiments of the present invention can be used in conjunction with various construction materials like pipe and culverts.

Abstract: Numerous embodiments of a synthetic drainable base course (“SDBC”), and paved structures that may advantageously include an SDBC, are provided. As a key advantage of SDBC's according to the invention, they are of sufficient capacities and structural strength to be used within layered paved structures such as highways, airport runways and parking lots, to provide drainage superior to that afforded by conventional means and methods involving the use of open graded base courses that are typically formed of natural soils and aggregate and are extremely expensive to install. The invention includes means and methods that use conventional heavy equipment for installing an SDBC during the construction of a roadway or other paved surface.

Abstract: An improved polyurethane/geotextile composite is prepared from a polyurethane forming composition in which a liquefied monomeric diphenylmethane diisocyanate (MDI) is used as the isocyanate component. Such composites may be used to line canals and/or ditches by applying the geotextile soaked with polyurethane forming composition to the surface to be lined before the polyurethane-forming reaction has been completed and allowing the polyurethane to cure in place. These composites are characterized by improved physical and mechanical properties and the ability to withstand dramatic changes in the temperature of the environment in which they are employed.

Abstract: An improved device and method for mechanically installing erosion blankets on a ground surface. The device holds a roll of an erosion blanket and provides that the blanket unwind when the device is propelled forward. Upon unwinding, the device positions the blanket on the ground and pins the blanket in position using staples, stakes or the like. Preferred embodiments of the device provide for furrowing of the ground before installation of the blanket.

Abstract: An enhanced composite liner system to be employed under waste management units and comprised of an upper flexible membrane liner component (2), an intermediate bentonite layer component (3), and a lower compacted soil liner component (1). The bentonite layer component (3) is bonded to the flexible membrane liner component (2). The flexible membrane liner component (2) utilizes overlapping seams (4) sealed by the bentonite layer component (3) to join the sheets or panels of the flexible membrane liner. The overlapping seams (4) are arranged shingle fashion in the downslope direction of the liner surface. The use of the bentonite layer component enhances direct and uniform contact between the flexible membrane liner component (2) and the underlying compacted soil liner component (1).

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: An opening in a fabric geotextile tube is closed by clamping a backing member and friction enhancer on the inside of the geotextile tube to a friction enhancer and support on the outside of the geotextile tube. The friction enhancers reduce slippage between the fabric and the backing member on the inside of the tube and between the fabric and the support on the outside of the tube. The backing member is larger than the opening. In one embodiment, the backing member is inserted into the opening by providing a slit ring backing member, inserting the fabric through the slit and then rotating the ring and advancing the ring into the geotextile tube. In another embodiment, the backing member is inserted through the opening in segments. In another embodiment, an inlet assembly is provided by the support. In another embodiment of the invention, a connection is made to the geotextile tube for securing a UV protective cover to the geotextile tube.

Abstract: A sediment control barrier, comprising a ground contacting surface having a length suitable for controlling fluid flow across ground, barrier material extending perpendicularly from the ground contacting surface, means for securing the ground contacting surface to the ground; and the barrier material being structured to conform to a ground contour. A sediment control barrier is proposed that has slots to enable flexing of the barrier material. Another sediment control barrier is proposed having a graded permeability from a first, lower, non-zero permeability adjacent the ground contacting surface to a second, higher, permeability away from the ground contacting surface.

Abstract: A dam includes a body (11) made of loose material, for example earth and/or rocks (A), and a water barrier (12) axially extending to the dam body (11), including a waterproofing layered membrane (13) and a zone of waterpermeable loose material (B), on at least one side of the membrane (13), which can be injected with a sealing fluid and is designed to avoid puncturing of the membrane (13) and to allow the monitoring of the leakage water due to failures in the waterproofing membrane (13). The water barrier (12) can be provided inside the dam body or close to the upstream face.

Abstract: A device for installing erosion control blankets is provided. The device comprises a frame, a circular drum, an erosion control blanket mounting device, and a weight support device. The circular drum comprises a plurality of spring loaded pins that are used to punch the erosion control blankets into the ground simultaneously as the device rolls out the erosion control blankets. The spring loaded pins are in the retracted position until the pass over a cam, after which the spring loaded pins extend outwardly to punch the erosion control blankets into the ground. After the spring loaded pins pass over the cam the spring loaded pins return to the retracted position. Weights may be added or removed from the weight support device to obtain the desired erosion control blanket to soil compression.