The present disclosure relates to devices, systems, and methods for using foam fractionation to remove non-polar waste molecules, including, but not limited to, sewage bacteria, environmental contaminants, and/or sediment/turbidity caused by dredging activities, from open-water aquatic environments. Some foam fractionation systems disclosed herein generally include a plurality of floating foam fractionation devices, each floating foam fractionation device including a floating body, a submerged hood coupled to the body, and at least one submerged air conduits for releasing bubbles into the surrounding water. Other foam fractionation systems disclosed herein generally include a submerged bubble generation device and a floating intake unit positioned remotely from the submerged bubble generation device.

An air infiltration system for a hydroelectric plant includes a spillway gate and a linearized cone valve coupled to the spillway gate, the linearized cone valve having a pivotable plate assembly. The spillway gate may be a tainter or Stoney gate and the pivotable plate assembly may have a deflection plate. A method of infiltrating air in water released from an impoundment may include: lifting a spillway gate from a resting position proximate a bottom of a spillway; and pivoting a deflection plate coupled to the gate proximate the bottom of the spillway; wherein water flows through an opening disposed between the deflection plate and the gate and is sprayed into an atmosphere to be oxygenated.

A system for transport of water between different depths in a body of water is disclosed. The system comprises a sequence of modules constituting a channel, impeller means arranged related to at least one module for contributing to the transport of water, and controlling and guiding means arranged related to the at least one module for controlling and guiding flow of water into or out of the channel. A method corresponding to the system is disclosed. Use of the system and the method related to fanning of aquatic organisms in a bioreactor is also disclosed.

A method for controlling the gate based on the habitat requirement for fish overwintering in rivers. According to the characteristics of biological habitat of the river and the habitat demand of fishes during overwintering, the method specifically comprises the steps of: firstly, determining candidate fishes for ecological flow calculation though fish resources investigating and historical data, and then screening out the target fish by adopting hierarchical analysis method; Secondly, establishing a quantitative response relationship curve between target fish physiological adaptions and water temperature, obtaining ecological water level which ensures the target fish overwintering safely according to the vertical temperature distribution, and establishing the relation between water depth and discharge using hydrodynamic model; finally, setting up a gate control system including a radar water level meter in the overwintering areas and an ecological water level management system in a gate control room.

A multipurpose blower assembly for stimulating flows in underwater environments, which includes a lower assembly connecting to an upper assembly by a rotating shaft and a mount post for connecting the blower assembly to a supportive structure near a water body and supporting the lower assembly below and the upper assembly above the water body's surface. The lower assembly includes a lower bracket for supporting a blower motor, whereas the upper assembly includes a top plate for mounting an electrical gear motor having an output shaft connecting to the rotating shaft and a system controller having a microcontroller communicatively coupled to logic circuits for controlling operation of the electrical gear motor for rotation of the lower assembly relative to the upper assembly and a linear actuator to move upward and downward the lower bracket to effect angular positioning of the blower motor.

An artificial downwelling system, for example, can include one or more free-floating, self-propelled, or anchored wave-inertia pumps. In one embodiment, the wave-inertia pumps may be deployed on the oceanic side of an upwelling front. For example, the wave-inertia pump may pump warm surface water to deeper cold layers (e.g., below a sheared pycnocline of upwelling water) to disrupt the coastal upwelling. In some embodiments, a productivity of the artificial downwelling system can be controlled through remote telemetry, telecommand, and/or electromechanical tools. The artificial downwelling system may, for example, be powered by wave energy, and can be controlled using a telemechanical system powered by wind energy, and/or solar panel energy backed by electrical batteries.

A system for aeration and separation of contaminant from flowing water (10) is disclose wherein a contaminated water travel through up and down flooring (6) and diverted its path frequently by the means of baffle (5) to aerate and increase travel distance in particular channel (1). The sink (2) between last baffle and partition wall (3) collect contaminant and sliding mesh(4) above wall(3) collect the plastic, metallic, paper and weed. Water plants (8) in H block baffle (5) groove with pebbles & soil(9) removes toxic gases in flowing water(7)

Systems and related methods for purging air burst supply piping of accumulated water prior to delivering pulses of pressurized air to an interior of a screen intake through the air burst supply piping. The systems and methods can include a purge compressor delivering a purging air supply at a head pressure slightly above a head pressure of water in the air burst supply piping, wherein the head pressure of the water is equivalent to a depth at which the intake screen. The system and methods can also include a purge line arranged in a parallel orientation to an air burst supply line, wherein both the purge line and the air burst supply line are operably coupled to a pressurized air tank.

A method for river/lake level regulation and a water conservancy system. The method for level regulation employs a non-closure mode; a water reservoir system is built on one side of a river/lake, water from the river/lake enters into the reservoir system when the water level of the river/lake exceeds a warning water level, and the river/lake is replenished with the water stored in the reservoir system when the water level of the river/lake is unduly low; the conservancy system, which employs the non-closure mode, is built on one side of a river/lake waterway and includes the water reservoir system and a first water passage, the water reservoir system communicates with the river/lake waterway through the first water passage. The method for river/lake level regulation and the water conservancy system realize river/lake level regulation during drought and flood periods without any river/lake closure, so that water resources are control effectively.

A process for limiting the level of flooding of a watercourse, notably a wide river, a narrow river and/or one of its tributaries, consisting of injecting into the said watercourse at least one friction-reduction agent.