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: A multiple layer drain seal device for rapidly sealing the apertures in a drain grate, the drain seal having a lower sealing layer and an upper protective cover layer, the lower sealing layer being separable from the upper protective cover layer except at discrete attachment points, wherein the lower sealing layer is softer, more flexible and has lower shear resistance than the upper protective cover layer, such that the lower sealing layer sags into the drain grate apertures but the upper protective cover layer does not.

Abstract: A secondary containment system for an above-ground petroleum storage tank includes a berm rising above the ground surrounding the tank and spaced apart from the tank for defining a petroleum retention basin about the tank. An impermeable liner covers the ground between the tank and the berm. At least one drain is formed through the liner and into the underlying ground. A hydrocarbon sensor monitors the presence of petroleum in the drain. A control device responds to the presence of petroleum in the drain by closing a containment valve to prevent discharge of petroleum from the basin. An indicator device provides at least one of an audible and visible signal indicating that petroleum is sensed in the drain.

Abstract: The invention relates to a system for the exploitation of geothermal heat and for conveying and decontaminating ground water. Said system comprises a main pipe (20), arranged in a pit (10) of well and being subdivided into an upper and a lower part by a transverse seal (21), said transverse seal having an opening in which a pump (22) is arranged which delivers water from the lower part of the main pipe. The pump is connected to a delivery pipe (30) which is connected to an overground closed circuit, said closed circuit at its other end leading to the upper part of the main pipe and the main pipe having through openings (23) towards the surroundings upstream and downstream of the transverse seal. The main pipe is surrounded by a porous bed which surrounds the hollow space of the pit around the main pipe. The porous bed is interrupted by a sealing material (12) at the level of the transverse seal so that the porous bed is hydraulically interrupted. The invention also relates to the use of said system.

Abstract: A method of restoring a lake that has a high saline level is disclosed herein. In order to restore the lake, a series of concentric dikes or levees are provided that separate the lake into a plurality of smaller lake sections, each having a water surface. The smaller lake sections include an outer lake section which is next to the periphery of the lake and one or more inner lake sections. Each dike and each smaller lake section water surface have an elevation. Water is flowed from an influent source to the outer lake section and then to each of the inner lake sections. The outer lake section surface has a higher elevation. The inner lake section surfaces have cascading lower surface elevations. At a central area, a breathing brine area is provided that is surrounded by the smaller lake sections to provide an area that can be used to concentrate brine. The smaller lake sections can have differing salinity levels for sustaining diverse marine and plant life.

Abstract: The present invention provides a method of sequestering carbon dioxide and water in a desert environment. In a first step heat that would otherwise cause thermal expansion of the ocean and resultant sea level rise is extracted to produce energy. A portion of the energy is used to desalinate seawater. The desalinate water is pumped into a desert environment and vegetation is planted in the irrigated desert portion. The vegetation sequesters carbon dioxide. The seawater extracted for desalination further reduces sea level rise. Irrigation water moderates the day and nighttime temperature fluctuations of hot deserts. Lowering the daytime temperature increases the deserts potential to sequester water. The commercial and arable potential of the desert is augmented by the enrichment of its soil by composted vegetation, its irrigation and the moderation of its diurnal temperature fluctuations.

Abstract: A fluid diversion conduit is described for diverting the flow of fluid, and particularly for diverting water from a stream to a discharge location. The discharge end of the duct has a segment of gradually enlarging cross sectional area, forming a hydraulic flow diffuser. Water flow through this segment is thereby slowed as the flow area increases, and most of the dynamic head of the water flow is recovered, improving flow capacity of the conduit. The rate of flow through the conduit may be monitored and controlled to achieve streamline flow in the diffuser section, and to prevent air from entering the diffuser section. Air entering the conduit may be expelled or otherwise displaced from the conduit.

Abstract: A method and device for suppressing the destructive force of a tropical cyclone, wherein the ascendant speed of wind in the eyewall of a cyclone is reduced by sea water pumped on-site from under the sea surface to above the surface, and then dispensed in the wind at the bottom of the cyclone in/near its eyewall.

Abstract: A distributed monitoring and control system includes a plurality of nodes forming a redundant communication network. Each of the nodes includes a processor, a memory and a transceiver. At least one of the nodes includes a sensor for acquiring information. At least one of the nodes includes an actuator. At least one of the processors is programmed with a control algorithm to receive information acquired from the sensors, calculate a control command and communicate the control command to the actuators for execution.

Abstract: A connection chamber for waste water and storm water collection, the connection chamber including an arch-shaped cut out in a side thereof, the arch-shaped cut out sized to receive an arch-shaped row connector, which is provided to couple rows of chambers to each other. The coupling of various rows of chambers to each other facilitates the relatively even flow of fluid throughout the field of chambers.

Abstract: Nuisance water or slurry accumulations on roadways, such as underground mine roadways, are absorbed and consolidated by providing flexible porous containers that are filled with a mixture of a dry cementitious material and absorbent particulate material. The filled containers are applied to an area of nuisance water or slurry accumulation whereby the accumulation is absorbed by the mixture and consolidates through hydration to provide a dried load bearing roadway surface.

Abstract: Method for maintaining the water balance in a property equipped with a drainage system (4) for waste water, the waste water being conveyed via the drainage system (4) to a waste water container (6). The fresh water that constitutes a part of the waste water is supplied from a fresh water container (7), and the water balance is maintained in the property by supplying a quantity of water to the system, with the fresh water container (7) being replenished from a source outside the property, which quantity is essentially the same as the quantity of water that is led away from the system by the waste water container (6) being drained of waste water and the waste water being transported away from the property.

Abstract: A precipitation (e.g., rain, snow, sleet, etc.) harvesting apparatus 3000 comprising a basic storage chamber or cistern 3002, which comprises an open vessel 3003 (such as a children's inflatable pool) and an optional primary catchment membrane 3004 which is placed over and attached to the open vessel 3003 to form the storage chamber 3002. An optional extended membrane 3005 is shown extending upward and away from vessel 3003 and is shown optionally supported by optionally inflatable or collapsible support tubes 3006 which are in turn fastened to the ground 3008 or other surface on which the apparatus 3000 is resting using tie lines, cables, strings and/or the like 3010 which are attached to ground stakes 3012. A liquid dispensing conduit 3014 is shown connected to and leading away from the storage vessel 3003 for draining harvested rainwater or other liquid 3016 contained within the storage chamber.

Abstract: A method for improving the recovery efficiency of storing fresh water into an aquifer, the storing includes injecting the fresh water and extracting the injected fresh water by a single water storage system that includes at least one well penetrating into the aquifer, the method includes: providing a plurality of screens, each screen being located alongside a wall of at least one well, and each screen respectively allowing a flow of fresh water between an associated storage zone in contact with the screen and the well on which the screen is located; controlling the flow of fresh water through each one of the plurality of screens according to parameters provided from a storage model of the aquifer, the storage model describing a behavior of each storage zone.

Abstract: The present invention discloses how irrigation canal seepage can be reduced. Such reduction can be accomplished by obtaining aerial data of an irrigation canal obtained with the use of an aerial image acquiring unit, identifying a water body from the aerial image, analyzing water pixel brightness values of the water body to discern water disturbances indicative of water seepage, and outputting the location of the water seepage site on a two-dimensional or three dimensional display.

Abstract: The disclosure shows an apparatus and a method for containing a spill of petroleum product. The inventive apparatus and method each include the assembly pliable building blocks of a generally rectangular shape that surrounds an internal void. The blocks form a wall by stacking successive horizontal rows of building blocks such that the respective internal voids vertically align, thereby forming adjacent columnar voids within the wall. The columnar voids are then filled with an adsorbent material that will cling to the petroleum product.

Abstract: A method of repairing a leaking spill container by lining the existing unit. Additionally the liner can be used to convert a single walled spill container into a double walled spill container.

Abstract: A water ride attraction is disclosed which utilizes a containerless riding surface to eliminate disadvantageous boundary layer effects. A sheet flow of water is directed up the incline to produce a simulated wave. The configuration and contour of the riding surface and the various flow parameters can be widely varied to produce numerous desirable wave conditions.

Abstract: Rainwater collected from roof gutters is poured into the vertical portion of an “ell” shaped perforated drainage pipe. The horizontal leaching pipe portion of the drainage pipe discharges the rainwater into a catch basin. Water from the catch basin flows into another perforated leaching pipe that is set in the bottom of a trench. In turn, the lower part of the trench is filled with crushed rock to a height of about three quarters of the trench depth. A water impermeable barrier of asphalt shingles or thirty pound asphalt roofing felt is placed over the top of the crushed rock and the balance of the trench is filled with soil up to the ground level.

Abstract: Containment berms and associated support systems and structures. In one example embodiment, a containment berm bracket includes a substantially rigid first member and a substantially rigid second member. The first member defines a first complementary structure. The second member that defines a second complementary structure and a sidewall clamp. The second complementary structure is configured to releasably engage with the first complementary structure in order that the members can be releasably attached to each other.

Abstract: A catch basin configured to allow selective positioning of the outlet and inlet ports on the side walls of the catch basin's receptacle body. At least one of the receptacle side walls comprise a slide opening having opposing sides. A slide member has a pair of slide edges that slidably engage the sides of the slide opening to substantially close the slide opening. The slide member has a port section and two or more positioning sections, with at least one positioning section located above the port section and one below the port section. The port section has an outlet or inlet port integral therewith or fixedly attached thereto or the port section comprises a mechanism for attaching an outlet or inlet port thereto, such as a port cutout having a removable knockout plate. The slide member has section removal indicators to identify which positioning sections should be removed.

Abstract: The present invention mimics the natural process of oceanic upwelling wherein deep ocean water rises into the photic zone and provides a nutrient rich environment for phytoplankton, the beginning of the marine food chain. The power of waves is utilized to cause a down-flow of warm surface water though a plurality of conduits. A heat exchange process delivers warmth to the deep water which rises in a conduit due to a buoyancy that results from the warming. Deep ocean water that is rich in nutrients is brought into the photic zone to facilitate the primary production of marine life. The present invention can convert a non-fertile ocean environment into a fertile ocean environment. This fertile ocean environment can be used for aquaculture and to restore and also to enhance marine populations. The present invention vertically mixes ocean water which has a multitude of other advantages.

Abstract: A drain inlet vault comprises a plurality of pre-cast concrete vault sections stacked one upon the other to form the vault. Each vault section has essentially the same cross-sectional configuration and at least one perimeter edge that upon stacking the vault sections one on top of the other the perimeter edges of adjacent vault sections engage. A sealant material along the perimeter edges forms a seal as the weight of an upper section bears against a lower section. At least one support element for water treatment equipment, or a component thereof, is mounted between the perimeter edges, and this support element has a portion extending into an interior of the vault for holding the water treatment equipment, or component thereof.

Abstract: A process may include providing heat from one or more heaters to at least a portion of a subsurface formation. Heat may transfer from one or more heaters to a part of a formation. In some embodiments, heat from the one or more heat sources may pyrolyze at least some hydrocarbons in a part of a subsurface formation. Hydrocarbons and/or other products may be produced from a subsurface formation. Certain embodiments describe apparatus, methods, and/or processes used in treating a subsurface or hydrocarbon containing formation.

Abstract: A well cellar system includes a substantially planar base, the base defining an aperture sized to receive a conductor pipe. The well cellar system also includes at least one substantially inflexible side member attached to the base, the at least one side member and the base defining a cavity. A seal between the at least one side member and the base substantially prevents the flow of fluids between the at least one side member and the base. The attachment between the base and the conductor pipe substantially prevents the flow of fluids between the base and the conductor. The well cellar system of the present invention substantially eliminates contamination of soil and water sources adjacent the well site during its operation.

Abstract: This invention generally relates to the production of a composite yarn or non-woven strand wherein a core of super absorbent fibers or polymers (SAP's) having a swell factor of approximately 25% and greater are encapsulated by a nonwoven membrane of defined porosity. The membrane is then sealed in a fashion to generally deter or prevent the SAP material from migrating out of the core as water is freely absorbed and desorbed from the composite yarn structure. The strands of yarns or strips of non-woven material are subsequently constructed into an open or unorientated fabric formation. When used as a subterranean fabric, structure or material, the resultant fabric structure retains moisture while permitting normal root growth and allowing excess water to pass through and beneath the fabric while facilitating movement of water from lower levels to the surface.

Abstract: Methods for forming a barrier around at least a portion of a treatment area in a subsurface formation are described herein. Sulfur may be introduced into one or more wellbores located inside a perimeter of a treatment area in the formation having a permeability of at least 0.1 darcy. At least some of the sulfur is allowed to move towards portions of the formation cooler than the melting point of sulfur to solidify the sulfur in the formation to form the barrier.

Abstract: A method for treating contaminants includes emitting plural streams of a fluid into a soil formation with the streams having different radii of influences in different directions. A directional microporous diffuser directionally emits microbubbles. Solenoid controlled valves control fluid or air distribution to inlets to provide directional control of bubble emanation.

Abstract: A regenerative stormwater conveyance (RSC) system for treating and dispersing stormwater runoff is disclosed which includes an upstream entry point where water enters the system and an entry pool downstream from the entry point that collects water from the entry point. The RSC system includes one or more shallow aquatic beds that receive water from the entry pool in a serial manner and each of which includes a filtration structure for filtering water from the aquatic bed. Riffle weir grade control structures are positioned between the aquatic beds and transition water overflowing from each upstream aquatic bed to a downstream aquatic bed. Accordingly, collected stormwater runoff traverses the series of aquatic beds and riffle weir grading structures and is treated and safely detained, thus, conveying stormwater to groundwater through infiltration.

Abstract: Disclosed is a method and material for forming a fluid barrier in the material surrounding a wellbore. The method involves temporarily opening a fracture extending from the wellbore and then depositing particulates in the fracture which will swell when exposed to the fluid. The particles are deposited in the fracture without causing appreciable swelling thereof and then, after the fracture closes, the particles are allowed to swell when contacted with the fluid to form a fluid barrier.

Abstract: A precast concrete storm water vault comprised of modular precast concrete components is provided. More specifically, a vault is provided that consists of a perimeter of footings with integral vertical walls extending therefrom that supports precast concrete roof panels that comprise the top horizontal structural for the placement of pavers, a fill, base, or a driving surface. The storm water vault disclosed may be combined with a filtration system and has easily removable roof panels that facilitates maintenance and cleaning.

Abstract: A method for constructing or rehabilitating a marsh or wetland comprises the step of inserting propagatable material into liquid or slurry emerging from a high-pressure spray nozzle to form a mixture. The liquid/ or slurry/propagatable material mixture is then sprayed over a marsh or wetland area desired to be constructed or rehabilitated.

Abstract: An above ground water storage device includes a plurality of modular walls coupled together in series to form a substantially continuous perimeter. Each of the plurality of modular walls includes a wall panel that is inclinable with respect to a horizontal orientation, and a support base that is coupled to a portion of the wall panel. A liner covers an internal side of the plurality of modular walls and an area encompassed by the continuous perimeter. At least one modular corner wall is positioned with the plurality of modular wall panels to form a corner in the substantially continuous perimeter. The at least one modular corner wall has an angled side with an angle corresponding to the inclined angle of an adjacent modular wall.

Abstract: Containment berms and associated support systems and structures. In one example embodiment, a containment berm bracket includes a substantially rigid first member and a substantially rigid second member. The first member defines a first complementary structure. The second member that defines a second complementary structure and a sidewall clamp. The second complementary structure is configured to releasably engage with the first complementary structure in order that the members can be releasably attached to each other.

Abstract: A structure described generally for altering one or more properties within a body of water includes a vessel configured to hold water. The vessel may have at least one wall. The at least one wall extends at least above a mean surface water level. At least one conduit extends downward from the holding vessel. The at least one conduit has a length that extends below the surface of the water. A propulsion system may be coupled to at least one of the vessel or the conduit and may be configured to provide forces to the vessel.

Abstract: A fluid injection deflector shield viewing apparatus with a deflector shield, a fluid concentrating focal area on one side of the deflector shield, an anchoring means to secure the deflector shield in the desired location, a fluidic material of decreased visibility, an observation means, a filtration system to filter the fluidic material, an intake to take in the fluidic material of decreased visibility, a discharge for introducing the filtered fluidic material into the fluid concentrating focal area on one side of the deflector shield, and a fluid transport means to transport the filtered fluidic material to the discharge. A preferred embodiment includes having a moving anchoring system so as to change the position of the deflector shield. A preferred embodiment includes a means for moving the anchoring system so as to change the position of the deflector shield comprised of a plurality of self propelled thrusters.

Abstract: The method of the present invention results in a secondary containment area for above ground storage tanks. The method involves leveling the site, laying a foundation bed, building a retaining barrier around the site, covering the foundation bed and retaining barrier with a liner cloth, and applying a layer of polyurea to the liner cloth and retaining barrier.

Abstract: Method for maintaining the water balance in a property equipped with a drainage system (4) for waste water, the waste water being conveyed via the drainage system (4) to a waste water container (6). The fresh water that constitutes a part of the waste water is supplied from a fresh water container (7), and the water balance is maintained in the property by supplying a quantity of water to the system, with the fresh water container (7) being replenished from a source outside the property, which quantity is essentially the same as the quantity of water that is led away from the system by the waste water container (6) being drained of waste water and the waste water being transported away from the property.

Abstract: An evaporation retarding cover which includes an ultra-violet radiation resistant sheet made from a material that provides a water evaporation retarding barrier. The material has an upper surface and a lower surface. Flexible floatation strips of closed cell foam are thermally bonded to the lower surface.

Abstract: In secondary containment of a liquid in a tank which has pipes or posts extending into the ground, a liner covering the ground within a containment wall has a hole surrounding each pipe. Each hole is sealed by a boot which surrounds the pipe and connects from the pipe to the liner and includes a sleeve portion clamped to the pipe and a flange surrounding the sleeve portion at one end which is welded to the liner. A frusto-conical or accordion shape expandable portion is provided allowing longitudinal movement of the flange relative to an upper part of the sleeve of the boot such that the expandable portion allows the liner lies to move downwardly relative to the pipe. The expandable portion is of larger diameter than at the upper part of the sleeve so as to allow the flange to move horizontally with the liner relative to the member.

Abstract: Disclosed herein is a method of stabilizing a beach which includes the steps of producing an engineering design for placement of one or more sand filled, low profile geotextile tubes in proximity to the beach to produce a groin field; and implementing the engineering design to place the one or more sand filled, low profile geotextile tubes in proximity to the beach in accordance with the engineering design to produce the groin field. The method includes an iterative process using multiple model executions to produce an engineering design of a discrete, porous, geotextile groin field for engineering site adaptation and implementation at a specific beach site. The solution may further include post-installation monitoring to assess the effectiveness of the solution and to modify the solution for future erosion mitigation efforts.

Abstract: A two-in-one reinforced geogrid includes a primary fabric and a non-woven fabric fixed onto the primary fabric to together with the primary fabric produce an enhanced retaining strength. The non-woven fabric has a plurality of fine pores, which have sizes allowing water but not sand and grit to pass therethrough, and therefore effectively avoid river silting and mudflows. The two-in-one reinforced geogrid is convenient for using on different land surfaces, and may be advantageously folded and fixed at a slope to stabilize the land structure.

Abstract: A method and apparatus for slowing down or weakening a tropical storm such as a hurricane by using two scoops, each attached to opposite sides of a ship to force cool subsurface water to the surface so that the surface water temperature is reduced substantially over a relatively large area in front of the storm. The ship comprises a winch arrangement attached to a port scoop and a starboard scoop for lowering and raising the scoops. A second embodiment includes the addition of a port post and a starboard post each attached through a collar to a hinge on an upper portion of a port or starboard scoop and means for raising and lowering the posts. A third embodiment includes a refrigeration unit on the deck of a ship for further cooling of the subsurface water before returning it to the ocean surface.

Abstract: A sump for a dispensing unit is disposed beneath the footprint of the dispensing unit and includes an auxiliary communication line receiving structure proximal to a drip area of the dispensing unit. The auxiliary communication line receiving structure delivers electrical and/or other communication line(s) to the dispensing unit from beneath the dispensing unit footprint without creating a potential leak path into or out of the sump.

Abstract: The present invention is directed to a retainer assembly for anchoring environmental containment and remediation materials in a desired location. The retainer assembly includes a buoyant retainer structure and an anchor assembly attached thereto. The anchor assembly defines the limits of motion of the retainer in three dimensions with respect to a selected anchor point and permits the anchor assembly to float within these limits. The anchor assembly also includes an attachment mechanism to secure the remediation materials to the retainer structure.

Abstract: A plurality of closable and removable containment berm wall supports are preferably each made from three flexible coated fabric layers and preferably each wall support incorporates three reinforcing members and incorporates a closure means that selectively can close the support into a closed triangular frame. Each berm wall support is designed to cooperate with a sleeve attached to a flexible sidewall of a containment berm unit and when the wall support is in a closed condition to hold the sidewall in an erected condition and when the wall support is in an open condition to allow the sidewall to assume a let down condition. The let down condition allows a wheeled vehicle or other object to conveniently transit over the wall for placement on a floor of the containment berm unit within the perimeter established by the sidewall.

Abstract: A multiple layer drain seal device for rapidly sealing the apertures in a drain grate, the drain seal having a lower sealing layer and an upper protective cover layer, the lower sealing layer being separable from the upper protective cover layer except at discrete attachment points, wherein the lower sealing layer is softer, more flexible and has lower shear resistance than the upper protective cover layer, such that the lower sealing layer sags into the drain grate apertures but the upper protective cover layer does not.

Abstract: A covering system that includes a first membrane, a first flotation member coupled to the first membrane. The first flotation member includes a first float and a first float compartment membrane, and the first float compartment membrane is coupled to the first membrane. The covering system also includes a first plurality of gas-relief passageways positioned either within the first float compartment membrane, or within the first membrane and adjacent to the first flotation member. And at least one of the gas-relief passageways within the first plurality is structured so that gas flows unobstructed through it when the system is used. Gas-relief openings formed between overlapping membranes may also be utilized as avenues through which gas may escape to atmosphere from beneath the covers and covering systems. Venting methods are also disclosed.

Abstract: Circulation systems for ponds, lakes, or other bodies of water using a flotation platform, dish, and impeller. One embodiment has a connecting arrangement between the drive motor and the impeller that permits the two to be easily and quickly coupled and uncoupled. The connecting arrangement also is designed to accommodate slight misalignments between the shafts. An arrangement to adjust and calibrate the depth of the inlet to the draft tube is disclosed. The system further includes solar panels that can be pivotally swung outwardly to open positions, angularly adjusted about a horizontal axis, and mounted to face toward the central axis of the flotation platform rather than away from it. Arrangements are further provided to monitor and control the components of the system including remotely from shore.

Abstract: A waterfall spillway is provided and has a front wall with a top portion and a bottom portion as well as a back wall substantially parallel with the front wall and having top, central, and bottom portions. A base wall is also included and connects the bottom portion of the front wall with the bottom portion of the back wall. A cavity is formed between the front wall and the back wall. A shelf extends from the top portion of the front wall, and is substantially parallel with the base wall. One or more of the side spillways may also be included.