A modular system for reducing the total suspended solids of waste, including scum, sludge and water layers, includes a plurality of chambers each being connected in succession by a corresponding one of a plurality of flow pipe segments including an inlet segment, an outlet segment and at least one middle segment, wherein the waste enters the septic tank via the inlet segment and is transferred between each of the plurality of chambers via the at least one middle segment; a corrugated flow pipe in fluid flow communication with the outlet segment; and the corrugated flow pipe being sized and configured for use as a settling zone for removal of a portion of the total suspended solids and wherein an amount of water from the water layer within the chamber adjacent the outlet segment enters the corrugated flow pipe and passes through the outlet segment.

The present invention is directed to a clarifier for water treatment including a plurality of planar inclined sheets including a flexible polymeric material. Each sheet includes a hydrophobic surface. The present invention is also directed to a clarifier that includes at least one module, each module including: a plurality of vertically-oriented supports and a planar inclined sheet including a flexible polymeric material tensioned between the plurality of vertically-oriented supports. The present invention is also directed to a water collection system of a water treatment system including: a collection trough configured to receive liquid and a buoyant member configured to support the collection trough.

A construction sink is capable of being connected to an existing water supply, such as an outdoor hose or faucet, such that contaminated water can be discharged outside through a residential or commercial drain line. The construction sink is easily portable and includes a sink for cleaning the various contaminants off of tools or other materials used on a construction site. The construction sink includes a self-contained filtration system that use a series of baffles to filter fluid that has been contaminated during the process of cleaning tools or other materials used on a construction site. As the self-contained filtration system filters the fluid that is contaminated during the cleaning of the tools and materials used on a construction site, it can be connected to pre-existing water and drainage lines found in typical residential or commercial buildings without damaging the lines or causing harm to the environment.

An overflow system for a hopper dredger comprises an overflow tube; an inlet for taking in head water from the hopper; and a collector to collect the flow of head water entering the inlet and guide the flow to the overflow tube. The collector comprises a substantially horizontal top portion which delineates a top of a flowpath for head water into the collector to ensure substantially radial flow into the collector. At least one of the overflow tube and the inlet is adjustable for controlling flow into the overflow system.

A mobile water treatment system and method, of which the system includes a bioreactor including an aerator tank configured to receive an influent fluid, a conical clarifier positioned in the aerator tank, the conical clarifier defining a downwardly-facing opening. An interior of the conical clarifier is in communication with the aerator tank, external to the conical clarifier, via the downwardly-facing opening. The bioreactor also includes a plurality of aeration vents positioned proximal to a bottom of the tank and configured to direct air into the aerator tank, but not toward a bottom of the conical clarifier, and an effluent outlet positioned in the conical clarifier. A relatively clean effluent fluid, in comparison to the influent fluid in the aerator tank, exits from the conical clarifier via the effluent outlet.

Apparatus for treating water has a container having a clarification zone, a water entry arrangement for flowing water into the clarification zone, and water exit units mounted to the container for at least partial immersion in the water in the clarification zone. Each water exit unit has a transfer channel for transferring a flow of clarified water from a layer of the water to a predetermined depth in the clarification zone and to direct the received clarified water to a water exit arrangement. A height adjustment mechanism is used for differentially adjusting the heights of the water exit units and their transfer channels relative to the container so as to compensate for any angular tilt of the container owing to the container being deployed on sloping ground.

A device and a method for installing an aerobic three-phase separator without interruption of production. The device comprises an aeration tank, the top of the aeration tank is provided with a number of aerobic three-phase separators that are capable of aeration at the bottom and are provided with a gas barrier at a sludge outlet. Each of the aerobic three-phase separators comprises an overflow trough, and the bottom of the overflow trough is provided with a drain pipe leading to the outside of the bottom end of the aerobic three-phase separator. Each of the drain pipes is connected to one end of a water outlet hose, and the other end of each water outlet hose is connected to a water outlet manifold. One end of the water outlet manifold is a sealed end, and the other end is bent downward and leads to a water level tank.

Method and system for separation of produced water into a water fraction, a solids fraction and a hydrocarbon fraction, comprising feeding produced water into a collapsible flexible bag maintained subsea by a protection structure; operating the flexible bag at an overpressure and thereby providing a predefined geometry of the flexible bag; maintaining the produced water in the flexible bag to allow for gravitational separation of the solids fraction with a higher density than water in a lower section and optionally separation of the hydrocarbon fraction with a lower density than water in an upper section; removing the water fraction from a section above the lower section; optionally removing hydrocarbons from the upper section and replacing the flexible bag to remove the solids fraction.

A suspension flow-through separation apparatus includes a flow-through separator including a flow-through separation unit. The flow-through separation unit includes a cavity structure that functions as a channel through which a suspension flows, a side surface portion which extends in an x-direction of the cavity structure, a supply port which is provided at one side surface portion, an outlet port which is provided at the other side surface portion, two planar portions that extend in a y-direction in the cavity structure and face to each other, and an ultrasonic oscillator that is provided at least one of two planar portions, and emits ultrasonic waves to the channel. The suspended matter in the suspension is captured by the ultrasonic waves and separated in a z-direction that is a vertical direction while the suspension flows through the channel of the flow-through separator.

A separation system for separating the components of a multi-phase fluid includes at least three tanks coupled together in series, with each tank enclosing a column of multi-phase fluid and having a tubular center riser that is divided into a distribution section and a gathering section, and with each center riser being configured to established a fluid circulation pattern having a radially-outward travel first leg, a vertical travel second leg, and a radially-inward travel third leg within the corresponding column of multi-phase fluid that is configured to separate at least one of a gas component, an oil component, and a particulate matter component from a water component of the multi-phase fluid, and with the height of the columns of multi-phase fluid in the first tank and the second tank being substantially equal to each other and determined by the height of a pour-over opening in the center riser of the third tank.