Abstract: The present invention relates to wastewater treatment facilities, and more particularly to an improved membrane bioreactor for treatment of wastewater. In one embodiment, a membrane bioreactor for treatment of wastewater includes first and second anoxic basins for anoxic treatment of such wastewater, and first and second aerobic basins for aerobic treatment of such wastewater. The bioreactor also includes a first flow path connecting the first anoxic basin and the first aerobic basin, and a second flow path connecting the second anoxic basin and the second aerobic basin, for flow of the wastewater from the respective anoxic basin into the respective aerobic basin. The bioreactor also includes a membrane chamber with a plurality of membrane tanks, the membrane chamber being arranged in series with the aerobic basins, and the membrane tanks being arranged in parallel with each other, and third and fourth flow paths connecting the membrane chamber to the first and second aerobic basins.

Abstract: The present invention relates to wastewater treatment facilities, and more particularly to an improved membrane bioreactor for treatment of wastewater. In one embodiment, a membrane bioreactor for treatment of wastewater includes first and second anoxic basins for anoxic treatment of such wastewater, and first and second aerobic basins for aerobic treatment of such wastewater. The bioreactor also includes a first flow path connecting the first anoxic basin and the first aerobic basin, and a second flow path connecting the second anoxic basin and the second aerobic basin, for flow of the wastewater from the respective anoxic basin into the respective aerobic basin. The bioreactor also includes a membrane chamber with a plurality of membrane tanks, the membrane chamber being arranged in series with the aerobic basins, and the membrane tanks being arranged in parallel with each other, and third and fourth flow paths connecting the membrane chamber to the first and second aerobic basins.

Abstract: A solar energy system including a plurality of solar panels mounted at an angle on a flotation device floating on a body of water is provided. A mechanism rotates the flotation device to substantially track the sun as it traverses the sky. The rotation of the flotation device and angled solar panels increases the proportion of incident sunlight that impacts the panels in an approximately perpendicular direction, allowing the sunlight to be absorbed by the panels and converted to electrical energy. The system also stores the energy collected during the day for later use.

Abstract: A modular system for treating wastewater is designed having different phases. In an initial phase, plural tanks are provided, including at least one reactor and digester tank. In a subsequent phase, at least one of the tanks is converted into a different type of tank, and additional new tanks are provided to accommodate larger quantities of wastewater. In one embodiment, conversion of at least one of the tanks is accomplished by removing a temporary wall from a digester tank to create another reactor tank.

Abstract: A soil cement bank lining system is provided for substantially reducing or eliminating erosion along the banks of a waterway such as a flood conveyance facility. The system includes at least two soil cement linings arranged at spaced apart locations. One or more over-bank grade control structures are interposed between the first and second linings. The respective linings preferably extend parallel to the body of water, with one lining being disposed farther from the body of water and at a higher elevation than the other lining.

Abstract: A modular system for treating wastewater is designed having different phases. In an initial phase, plural tanks are provided, including at least one reactor and digester tank. In a subsequent phase, at least one of the tanks is converted into a different type of tank, and additional new tanks are provided to accommodate larger quantities of wastewater. In one embodiment, conversion of at least one of the tanks is accomplished by removing a temporary wall from a digester tank to create another reactor tank.

Abstract: A water-level control device is provided for controlling water levels between a high-tide level and a low-tide level. The water-level control device comprises a tiltable pipe connected to a drain pipe by a flexible joint. Tilting of the pipe allows flow of water from a high-tide point to a low-tide point. Water is pumped into a pond continuously, and the variable-height weir cyclically varies the outflow to simulate a tidal cycle.

Abstract: Waves are generated on the surface of a body of water, at regular intervals, by a wave generator in which water is periodically lifted and allowed to fall in a water-lift chamber. Water enters and leaves the lift chamber through an underwater opening at its bottom. It is lifted by drawing a vacuum in the top of the lift chamber and dropped by releasing that vacuum. Air is periodically exhausted from the lift chamber to create a vacuum therein by an air blower through an air buffer having a series of interconnected air chambers, to minimize air-pressure fluctuations at the air blower intake. Vacuum in the lift chamber is periodically released by opening it to the atmosphere.