Abstract: A method for efficiently delivering an aqueous solution to plants includes positioning a distal portion of a microporous hydrophobic tubing coated with a hydrophilic polymer adjacent a root system of a plant and channeling an aqueous solution from an inlet to the distal portion through a lumen. The tubing along the distal portion has a porosity adapted for permitting a flow of the aqueous solution therethrough when acted upon by a surfactant root exudate generated by the roots due to water stress. The aqueous solution is held in a reservoir, from which it can be channeled to the hydrophilic device's inlet. A nutrient solution can also be channeled to the plant roots via additional tubing.

Abstract: A subsoil methane collection and treatment system (10), which includes a subsoil distribution layer (13) for receiving methane, a subsoil biofilter layer (14) above the distribution layer which contains a biofilter (18) such as compost to convert the methane to carbon dioxide and water, a subsoil ventilation layer (15) above the biofilter layer, in which the carbon dioxide is diluted with air, and a vent (17) to the atmosphere from the ventilation area for venting the diluted carbon dioxide. The layers may be defined by horizontal arrays of load bearing prefabricated structural modules (1). The system (10) may collect methane from the ground beneath and/or be fed with methane collected from beneath a building (19) adjacent the system.

Abstract: A method and pumping/drainage channel member for injecting surface water into the soil beneath a ground area includes drilling a series of holes and inserting an elongated pumping/drainage members into each hole extending downwardly into the soil. The pumping/drainage channel members comprise a cluster of integrally joined channel features each formed with a lengthwise extending slot opening. Surface water flows to the pumping/drainage member, enters the channels and drains down the pumping/drainage members to enhance water movement down into the soil to reduce runoff and help to recharge acquifers. Longer members may be installed between shorter members in a pattern to achieve more rapid injection of water deep into the subsoil.

Abstract: A method for building and renovating golf course sand bunkers to improve infiltration of water through a drainage system reduces the chance of contamination of the sand and to reduce erosion and maintenance and provide consistent playable sand for golf. The bunker is built to slopes based on the sand selected for use. A drainage system and a layer of fine pea gravel is installed over the entire floor of the bunker. A pre-polymer is sprayed onto the layer of pea gravel to secure it in place. The polymer sprayed bunker is permitted to cure for approximately 24 hours. A sufficient amount of bunker sand is added and compacted so the entire bunker is covered. Washed sod is placed around the bunker to stabilize the edge of the bunker.

Abstract: A lateral for use in connection with a fluid distributor and collection device is provided. The lateral includes an elongated tubular conduit having a first end and a second end, a plurality of slots disposed along at least a portion of the conduit, and a connecting mechanism disposed proximate to the second end. Each of the slots is angled relative to the conduit to redirect a flow of fluid exiting the conduit.

Abstract: A composite material made up of fluid permeable layer and a core having drainage voids between projections thereon. The core has a number of relatively large openings defined therein so that in use the fluid permeable layer may extend through the openings in response to a working load applied thereto.

Abstract: A device for watering purposes, a method for the manufacture thereof, as well as means for the manufacture thereof are disclosed. The device includes a water-collecting container extending along the intended desired area to be watered. Internally in the container, there is a transverse double partition wall, which extends from the base portion of the container up to at least half the effective height of the container. Along the outside of the container, a liquid-sucking wick extends that is connected to the internal liquid-receiving spaces of the container at a mutual distance from each other, as seen along the length extension of the container.

Abstract: A modular subterranean irrigation system for providing water to the roots of landscape articles includes one or more water delivery modules each having a plurality interconnected hollow tubular elements configured to receive and transport water, and a plurality of openings for discharging the water to an outside environment. The system further includes at least one water source connector configured to connect the water delivery module to a water source.

Abstract: A device for removing silt from flowing water by temporarily slowing the water enough to permit silt to settle naturally to the bottom is disclosed. The water may be slowed by a combination of increased depth and obstructions in the form of rough rocks and chain link fencing.

Abstract: A system for supplying water to a desalination plant from a subsurface feedwater supply using one or more slant or horizontally directionally drilled (“HDD”) wells, and for concentrate disposal (e.g., injection of brine). A method for constructing a slant or HDD well feedwater supply system for supplying water from a subsurface feedwater supply or to inject concentrate into a subsea aquifer.

Abstract: Embodiments disclosed herein relate to systems, methods and devices for containing a substance within a region. In some embodiments, one or more hollow structures are positioned around the region and the structures are at least partly filled (e.g., through fill openings) with a weighting material. Some embodiments relate to a curved device comprising steps, such that a first cross-section of the device comprises a round shape and a second cross-section comprises a plurality of substantially linear segments. Some embodiments relate to a tank connection device comprising a sleeve extending through a curved device.

Abstract: The grilled cover piece for drainage channels has a substantially horizontal wall covering the channel and a longitudinal hollow ridge which extends upwards with its top wall having eyelets or holes. The cover piece is positioned flush with or just below the level of the surface from which the water to be drained must be removed, wherein the water flows down by means of gravity into the underlying channel which conveys the water away. The cover piece is provided transversely at one end with at least one female profile and at its other end with at least one male profile complementing the female profile, so that it is possible to connect and fix together several cover pieces arranged in succession so as to cover the channel along the entire length.

Abstract: A drainage system includes a storm water chamber and floor liner assembly for storing and conveying liquids. The storm water chamber comprises a generally elongated arch shape with an arch top and bottom side walls, thereby defining an enclosure, the enclosure having a plurality of liquid intake openings. The floor liner comprises two generally parallel sides each having a plurality of retaining members for connecting the storm water chamber. When the storm water chamber and floor liner are connected with each other, the system provides a substantially enclosed assembly for conveying liquids.

Abstract: A fluid conduit with layered and partial covering material thereon is disclosed. The fluid conduit may be used for processing and treatment of fluids which must be treated to remove materials so that the resultant treated fluid may be reused and/or returned to the earth and particularly to the water table. The fluid conduit may be of many forms and types and may have attached thereto and configured thereon covering material in partial form and a selected number of layers. The fluid conduit may be a septic pipe of smooth wall, of corrugated form, and/or of any form of cross-sectional configuration including circular, elliptical, rectangular, triangular, or any other geometric shape. The fluid conduit may be used in combination with conduit in a drainage field or leaching system usually associated with a septic tank or septic system.

Abstract: A drainage system 10 comprises a hollow catchment chamber 14 having an elongate mouth 16 through which liquid enters the chamber 14, and a body 18 having first and second angled surfaces 20a and 20b that direct the flow of liquid collected in the chamber 14 to an outlet 22. Preferably the body is a triangular shaped body 18. The angled surfaces 20 direct the flow of water and other liquids in a linear course directly to the outlet 22, from where it is forced down a dropper pipe 24. This provides the catchment chamber 14 with an aggressive, self-cleaning capacity. The dropper pipe 24 is connected to the outlet 22 of the catchment chamber 14 for dropping the liquid collected in the chamber 14 directly into a carrier pipe 12.

Abstract: A flow path is provided for a drip emitter to reduce the supply pressure in a manner reducing the potential for the flow path to become obstructed and clogged. The path employs a central path with a predetermined size and a series of baffles with predetermined spacing. The flow path further includes a metering chamber and a diaphragm to compensate for changes in supply pressure and an outlet that facilitates self-flushing in conjunction with the operation of the diaphragm.

Abstract: A frame for retaining a grate over a trench for directing storm water to subterranean basins includes a frame that is embedded in the concrete surrounding the trench. The frame includes a vertical support that is sized and dimensioned to abut the pavement wall of the trench, and a horizontal flange extending from the vertical support to support a grate. The horizontal flange and grate each include a plurality of apertures that are configured to be aligned to receive coupling devices for securing the grate to the frame. A chute is positioned beneath each aperture in the frame to direct debris from the aperture to the trench.

Abstract: A combined water management and communication system for a water provider wirelessly communicating with selected ones of the multiplicity of user wireless transceiver for changing water distribution to selective ones of the multiplicity of independent users upon an undesired water flow characteristic within the water distribution channels. The multiplicity of user wireless transceivers communicating with proximate user wireless transceivers for forming a network for communicating information to a third party wireless transceiver unrelated to liquid flow. The invention is also incorporated into a remote controlled solar operated wireless irrigation valve. The invention is further incorporated into an improved water management irrigation system incorporating an adaptive weather based controller that is adjusted by a weather based sensor base controller.

Abstract: A stormwater filtration system includes a dry well structure including a top having an access opening, a bottom and a sidewall extending between the top and the bottom to define an internal volume of the dry well structure. A deck assembly partitions the dry well structure into an upper region and a lower region. The deck assembly includes a plurality of deck members sized to be delivered through the access opening of the dry well structure and configured to be assembled within the internal volume to form the deck assembly.

Abstract: A drainage system includes: at least one first drainage pipe to be disposed within the ground and including a single-piece first porous pipe wall that has a top open end, a bottom open end for extending to a level distant from the ground surface, and a plurality of first through holes to permeate the surface water into adjacent soil areas; and at least one second drainage pipe transversely connected to the first drainage pipe, and including a single-piece second porous pipe wall that has two opposite open ends, and a plurality of second through holes disposed between the two opposite open ends of the second porous pipe wall to permeate the surface water into adjacent soil areas.

Abstract: An assembly of hollow frustum-shaped bodies arranged and supported on a horizontal support structure is used to form a core structure for water retention cells. The assemblies are arranged in alternately inverted layers with the ends of the frustum-shaped bodies interconnected to form vertical support columns which are horizontally stabilized by horizontal support structure.

Abstract: The drainage element is made with a periphery formed of a filter material that allows the passage of water and prevents the passage of soil and a second peripheral section of net material that allows the passage of water while the preventing the passage of the lightweight aggregate therein. The filter material is preferably made of spun bonded polyester and may be made of a biodegradable material such as starch.

Abstract: A method includes placing pipe stands to support waste-conveying pipes in a trench in a septic system. The pipe stands are preferably flat bowtie-shaped sheets (preferably polymeric) folded to form stable pipe supports. Holes or notches are formed that align when the sheet is folded, thus providing stable support for a horizontal pipe when the panels' bottom edges rest on the ground. Modified versions include: folding a fold-out foot in the panels for engaging soft soil, forming fold-out dispersing flanges for dispersing waste dropped from the pipe, driving stakes into soft soil for stability, punching-out rings or multiple holes for supporting different sized pipes, stabilizing opposing panels in the sheet to fixedly maintain their spacing, forming a feature for receiving a grounded wire stake, and/or providing a bias from the living hinge of the fold line causing frictional gripping of the pipe. Many versions can be used in different orientations.

Abstract: A stormwater control system including conveyance, filtration and discharge systems. The conveyance system includes a set of conduits and connections providing a flow path through a compacted soil embankment from an upper inlet to a lower discharge area of an underlying soil infiltration zone. The control system has configurations for transferring stormwater from pervious and impervious surfaces to the soil infiltration zone. The control system optionally includes a media filter device that may be installed within the conveyance system to intercept sediment and other contaminants prior to discharge within the underlying soil infiltration zone.

Abstract: A strip of membrane material is laminated to a wider strip of netting and then the longitudinal edges of the strip of netting are seamed together into a sleeve for receiving aggregate to form an elongated tubular drainage element. The laminated peripheral portion of the resultant sleeve is used as the top of the drainage element to preclude fine material from entering the drainage element. Where a membrane is used to form the sleeve, holes or slits are placed in the peripheral portion of the sleeve that is to form the bottom of the drainage element. The seaming of the overlapped longitudinal edges of the membrane is effected using glue and a nozzle that blows air under pressure onto the seam to force the edges and glue to bond together.

Abstract: A wastewater filtering system is provided for the passage of the wastewater from the home to the septic tanks prior to passage to the drain fields. The system comprises a separate septic tank assembly and a grease trap assembly operatively adapted to receive the wastewater from the home prior to the passage of the wastewater into the drain fields. Septic tank assembly and grease trap assembly are specifically configured to separate the filtering of waste water from the kitchen from the sewage from the bathrooms to prevent the clogging of the entire filtering system.

Abstract: A modular or integral appendage for a septic gallery or conduit has a first section for connected to a lateral side of the gallery with the first section having a number of apertures thereon. The first section has a first area. The lateral side of the septic gallery has a second area. The first area is greater than the second area for increased drainage and thus adds capacity to the gallery or conduit. The second area has protuberances thereon.

Abstract: An underground infiltration tank module comprising a four-sided periphery formed of a top periphery wall, a bottom periphery wall, and two side periphery walls, a plurality of channels running from the top periphery wall to the bottom periphery wall, holes formed in the channels, strut members running between the channels, and stud members located on the periphery walls. Any two of the plurality of channels are separate from each other such that any part of one channel is not in contact with any part of another channel. The channels alternately face in opposite directions.

Abstract: Disclosed is a PME unit comprising a support pipe disposed within an aperture of a support module. Advantageously the support pipe is disposed within the apertures of a plurality of spaced support modules. The PME unit is placed within an excavation to provide a subsoil fluid absorption system.

Abstract: A wicking device is an elongated tubular assembly having opposing ends and formed of an elongated, porous, tubular, heat resistant, metallic core suggestedly of interwoven resilient wire, a wicking layer of glass fiber yarns extending generally longitudinally along the outer surface of the metallic core, at least substantially surrounding the metallic core, and an exterior of interwoven glass fiber yarns forming an elongated tubular outer jacket running the length of the device surrounding the wicking layer of glass fiber yarns and the metallic core. The assembly is stripped of organic materials following assembly as part of the manufacturing process, preferably by heating the assembly.

Abstract: A method for efficiently delivering an aqueous solution to plants includes positioning a distal portion of a microporous hydrophobic tubing coated with a hydrophilic polymer adjacent a root system of a plant and channeling an aqueous solution from an inlet to the distal portion through a lumen. The tubing along the distal portion has a porosity adapted for permitting a flow of the aqueous solution therethrough when acted upon by a surfactant root exudate generated by the roots due to water stress. The aqueous solution is held in a reservoir, from which it can be channeled to the hydrophilic device's inlet. A nutrient solution can also be channeled to the plant roots via additional tubing.

Abstract: A drainage system includes a storm water chamber and floor liner assembly for storing and conveying liquids. The storm water chamber comprises a generally elongated arch shape with an arch top and bottom side walls, thereby defining an enclosure, the enclosure having a plurality of liquid intake openings. The floor liner comprises two generally parallel sides each having a plurality of retaining members for connecting the storm water chamber. When the storm water chamber and floor liner are connected with each other, the system provides a substantially enclosed assembly for conveying liquids.

Abstract: A plastic leaching chamber has an arch shape cross section, corrugations, and one or more hollow pillars extending downwardly within the interior of the chamber, to support the top of the chamber when the chamber is under load during use. Chambers nest within one another to form a stack of chambers for transport or storage. Chambers have peak corrugations which are substantially wider than the intervening valley corrugations. Chambers having different widths and profiles have common size connectors.

Abstract: A plastic leaching chamber has an arch shape cross section, corrugations, and one or more hollow pillars extending downwardly within the interior of the chamber, to support the top of the chamber when the chamber is under load during use. Chambers nest within one another to form a stack of chambers for transport or storage. Chambers have peak corrugations which are substantially wider than the intervening valley corrugations. Chambers having different widths and profiles have common size connectors.

Abstract: A system is disclosed for supplying water to a desalination plant from a subsurface feedwater supply using one or more slant wells. A method is disclosed for constructing a slant well feedwater supply system for supplying water from a subsurface feedwater supply. A system of angled wells (slant wells) is constructed. The slant wells obtain a desalination feedwater supply from permeable aquifer systems near and/or beneath a saline water source (i.e., an ocean, sea, or salty inland lake). The slant wells induce recharge of the aquifer system through the floor of the ocean, sea, or inland lake due to the hydraulic head difference between the slant well pumping level and the level of the ocean, sea, or lake. As the supply source is relatively constant, the water supply to such a slant well system generally provides a long-term, sustainable water source for a desalination plant.

Abstract: A system and method for efficiently delivering an aqueous solution to plants includes a hydrophilic solution-channeling device having a delivery portion positionable adjacent a root system of a plant. The solution-channeling device has a lumen therethrough for channeling a solution from an inlet to the delivery portion. At least a portion of the delivery portion has a porosity adapted for permitting a flow of the solution therethrough when acted upon by at least one of a surfactant root exudate and negative root pressure generated by the plant roots, for example, when experiencing water stress and/or a need for nutrients. The system also includes a pressure regulating device for providing at least a minimum pressure value to permit fluid to flow through the lumen and at most a maximum pressure value above which fluid flows through the lumen even in the absence of surfactant root exudate or negative root pressure.

Abstract: A system and method for efficiently delivering an aqueous solution to plants includes a microporous hydrophobic tubing coated with a hydrophilic polymer that has a delivery portion positionable adjacent a root system of a plant and a lumen for channeling an aqueous solution from an inlet to the delivery portion. The tubing along the delivery portion has a porosity adapted for permitting a flow of the aqueous solution therethrough when acted upon by a surfactant root exudate generated by the roots due to water stress. A pressure regulating device is upstream of the tubing's inlet, and a reservoir adapted for holding the aqueous solution therein is situated in fluid communication with an upstream end of the pressure regulating device. Additional tubing can be provided for channeling a nutrient solution to the plant roots.

Abstract: A modular or integral appendage for a septic collection housing having a first section for connected to a lateral side of the housing with the first section having a number of apertures thereon. The first section has a first area. The lateral side of the housing has a second area. The first area is greater than the second area for increased drainage and thus adds capacity to the housing. The second area having a plurality of protuberances thereon.

Abstract: An adjustable coupler is disclosed for interconnecting leaching chambers to create a serpentine pathway for a leaching field. A coupler can connect a first leaching chamber and a second leaching chamber. The coupler can comprise a mating feature and an adjustment feature. The mating feature can be used to mate the coupler between the first leaching chamber and the second leaching chamber. The mating feature can include a swivel connector matable to an end of one of the chambers. The adjustment feature can adjust the angle between the first chamber and the second chamber between a range of angles. The adjustment feature can include a swivel connector. The range of angles can be particularly chosen to be about 45°. More particularly, the range of angles can be about 22.5° in either the clockwise or counter-clockwise direction.

Abstract: Irrigation pipe including a pipe having at least a longitudinal row of delivery holes arranged at predetermined distances and communicating with a dripping unit provided inside the pipe, and further having an inlet communicating with the inside of the pipe and an outlet communicating with at least one delivery hole. The inlets or outlets of some or all of the dripping units communicate with the inner space of the pipe or with some or all of the delivery holes through an inlet collecting channel or an outlet collecting channel or segments thereof.

Abstract: Disclosed is a substrate for artificial turf that includes a base pad with a channel that extends across an upper surface of the pad and a tube that lies within the channel. The base pad has a generally flat lower surface and a generally flat upper surface that is spaced apart and oppositely disposed from the lower surface. The channel has a sidewall and a bottom surface, the sidewall extending from the upper surface of the base pad to the bottom surface of the channel and the bottom surface being spaced apart from the lower surface of the base pad. The tube has a sidewall defining an inner diameter surface and an outer diameter surface, with at least one aperture through the sidewall adjoining the inner diameter surface and the outer diameter surface. The channel and the tube are operable for liquid to flow through. In some instances, a radiant heating wire can extend across the upper surface of the base pad.

Abstract: A system and method to remove surface water from a watershed atop a hill behind a bluff to an outfall point near a toe of the bluff, and a method to build the system. The system includes a catch basin structure and a catch basin drain pipe directionally bored from the catch basin structure to the outfall point. The location of the catch basin is determined based on a location of the outfall point and a desired slope of the catch basin drain pipe. The catch basin structure has a catch basin with an opening near its bottom, and a cover structure that provides a sculpted, rounded and smooth transition from the opening to a reducing pipe coupled with the catch basin drain pipe.

Abstract: A stormwater control system including conveyance, filtration and discharge systems. The conveyance system includes a set of conduits and connections providing a flow path through a compacted soil embankment from an upper inlet to a lower discharge area of an underlying soil infiltration zone. The control system has configurations for transferring stormwater from pervious and impervious surfaces to the soil infiltration zone. The control system optionally includes a media filter device that may be installed within the conveyance system to intercept sediment and other contaminants prior to discharge within the underlying soil infiltration zone.

Abstract: A subsurface drainage assembly for directing fluid drainage from a surface is disclosed. The subsurface drainage assembly includes a plurality of drain structure panels linked together in a manner that permits movement of one drain structure panel relative to the adjacent drain structure panel. The drain structure panels have a laterally extensive backing grid and a plurality of spaced apart tubular support members projecting therefrom. The tubular support members are tapered so that the tubular support members are nestable with the tubular support members of an identical drain structure panel when the drain structure panels are stacked.

Abstract: A method for substantially preventing or inhibiting summer bentgrass decline in an outdoor environment, by exposing bentgrass beds to increased amounts of atmospheric carbon dioxide. The invention is particularly well suited for use in warm climates. It is expected to be useful in a variety of bentgrass applications, such as golf greens, pastures, lawns, athletic fields, and the like. Similar applications for other cool-season grasses are anticipated as well.

Abstract: Embodiments of the invention provide a drainage system for draining surface liquids from a first surface adjacent to one side of a drainage channel and for providing a transition from the first surface on one side of the drainage channel to a synthetic turf surface or other thick surface material on the other side of the drainage channel.

Abstract: The invention is a particle and sediment filter for stormwater. A long permeable filter bag is laid out horizontally within an enclosure. The bag is formed of at least two layers of parallel tubes that give each layer the pleated look of a typical air mattress. Stormwater is collected from the filter bag by perforated pipes held within the creases between the tubes of the layers of the bag, with the pipes draining to the outside of the enclosure. The bag is also supported above the bottom of the enclosure by additional perforated pipes located within the creases between the tubes, thus allowing the filtered liquid to also drain off beneath the bag. The stormwater input is from a pipe that feeds a manifold formed in the bag and connected to each tube. The top of the enclosure is removable for replacing the filter. The filter bags are constructed of flexible material so that they are flat during initial transport and installation, but they expand as they are filled with liquid and solid material.

Abstract: A leaching chamber having opposing inwardly and upwardly running sidewalls extending toward a top portion is provided, wherein the leaching chamber includes a plurality of peak and valley corrugations formed by the sidewalls and extending over the top portion and a plurality of diagonally opposed ribs, the plurality of ribs extending diagonally across at least a portion of the top portion to form at least one X shaped pattern.

Abstract: A drain cover portion (100a, 100b) for a linear drainage system which comprises at least two attachment means. The attachment means are provided by at least one a connector attachment means (500) and at least one drain attachment means (700). The connector attachment means (500) is arranged to attach one or more anchor connectors (1002) for connecting an anchor (114) to the drain cover portion (100a, 100b) and/or one or more cover portion connector for connecting said drain cover portion (100a, 100b) to another drain cover portion (100a, 100b). The drain attachment means (700) is arranged to attach a drain portion (200) to the drain cover portion (100a, 100b). Each attachment means is arranged so as to allow the tool-less attachment of a connector/drain section.

Abstract: A soil drainage system which comprises a core pipe (10) having a plurality of perforations (12). A geocomposite core jacket (14) having a plurality of perforations (16) surrounds the core pipe (10). A geotextile filter fabric (18) wraps around and surrounds the geocomposite core jacket (14). The geotextile filter fabric (18) is permeable to water (20) or other fluids and filters out soil particles (22), or other particles, whereby the water (20) readily permeates the geotextile filter fabric (18), the geocomposite core jacket (14) and the core pipe (10) to provide for a rapid and improved flow of the water (20) and subsequent drainage of the water (20) through the core pipe (10).