System and method to remove micro plastic material from water environments

1. A system comprising:

a flexible volute pipe to siphon untreated water into the system;

a screen configured to trap contaminants in the untreated water siphoned by the flexible volute pipe;

a comminutor configured to receive the trapped contaminants from the screen, grind the contaminants to ground particles smaller than a given size, and output a first mixture of water and ground particles;

one or more primary actuation tanks configured to receive the first mixture from the comminutor, separate any ground particles from water present in the one or more primary actuation tanks, and output ground particles and a second mixture of water and remaining ground particles;

one or more secondary actuation tanks configured to receive the second mixture from the one or more primary actuation tanks and to repeat a process of separating any remaining ground particles from water in the second mixture to output ground particles and intermediate water;

one or more reservoirs each corresponding to one of the one or more primary actuation tanks or the one or more secondary actuation tanks and configured to receive separated ground particles from a corresponding actuation tank;

one or more storage tanks to receive and hold the ground particles from the one or more reservoirs;

an ozone system configured to supply ozone to the one or more storage tanks; and

an effluent processing system configured to treat the intermediate water output from the one or more secondary actuation tanks to generate treated water having one or more predetermined physical or chemical parameters, and to release the treated water.

2. The system of claim 1 , wherein the flexible volute pipe extends from the system to a water environment to siphon water from the water environment.

3. The system of claim 1 , wherein the flexible volute pipe is constructed of a permeable material configured to filter organic material from the untreated water prior to the untreated water being siphoned into the system for treatment, and wherein the base of the flexible volute pipe is covered with a mesh.

4. The system of claim 1 , wherein the flexible volute pipe includes one or more transducers mounted on an exterior surface of the flexible volute pipe and configured to measure one or more parameters of the untreated water.

5. The system of claim 1 , wherein the flexible volute pipe is constructed to be selectably extendable from a vessel into a water environment to a depth within a range of about 0 ft. to about 5,000 ft.

6. The system of claim 1 , wherein the one or more primary actuation tanks and the one or more secondary actuation tanks each include a process stack including one or more baffles and one or more boundary layer disks with cavitation inducing structures.

7. The system of claim 1 , wherein the ozone supplied to the one or more storage tanks dissolves to mitigate hydrolytic processes and thermal oxidation, and to remove biological contaminants from the separated ground particles.

8. The system of claim 1 , further comprising a mechanical weir to brush trapped contaminants from the screen for transport to the comminutor, wherein the comminutor is a centrifugal comminutor.

9. The system of claim 1 , wherein the effluent processing system includes at least one outlet pipe disposed on a vessel in which the system is installed, the vessel having a length from bow to stern, the pipe having a declination portion generally declining aft over a distance at least one-tenth of the length of the vessel, the declination portion maintaining a downward angle between zero degrees and forty-five degrees over said distance compared to a plane of a deck of the vessel.

10. The system of claim 1 , wherein the one or more primary actuation tanks and the one or more secondary actuation tanks each include a process stack including one or more baffles and one or more boundary layer disks with cavitation inducing structures, wherein the cavitation inducing structures include one or more protrusions from the one or more boundary layer disks, and wherein the one or more protrusions are disposed in one or more rows that extend radially from a central area of the one or more boundary layer disks toward an outer edge of the one or more boundary layer disks.

11. A method comprising:

siphoning untreated water into a system via a flexible volute pipe;

trapping contaminants in the in the untreated water siphoned by the flexible volute pipe using a screen;

grinding trapped contaminants from the screen using a comminutor configured to receive the trapped contaminants from the screen and grind the contaminants to ground particles smaller than a given size, and output a first mixture of water and ground particles;

receiving, at one or more primary actuation tanks, the first mixture from the comminutor; separating, at the one or more primary actuation tanks, any ground particles from water present,

outputting, from the one or more primary actuation tanks, ground particles and a second mixture of water and remaining ground particles;

receiving, at one or more secondary actuation tanks, the second mixture from the one or more primary actuation tanks;

separating, at the one or more secondary actuation tanks, any remaining ground particles from water in the second mixture to output ground particles and intermediate water;

receiving, at one or more reservoirs each corresponding to one of the one or more primary actuation tanks or the one or more secondary actuation tanks, separated ground particles from a corresponding actuation tank;

storing, at one or more storage tanks, the ground particles from the one or more reservoirs;

supplying ozone to the one or more storage tanks;

treating the intermediate water at an effluent processing system to generate treated water having one or more predetermined physical or chemical parameters; and

releasing the treated water.

12. The method of claim 11 , further comprising:

extending the flexible volute pipe to one or more depths within a water environment;

measuring one or more parameters of the water at each of the one or more depths, wherein the measuring is performed by one or more transducers mounted on an exterior surface of the flexible volute pipe;

determining a depth to begin collection of untreated water based on the one or more parameters; and

initiating siphoning at the determined depth.

13. The method of claim 11 , further comprising treating the ground particles in the storage tanks in a tertiary treatment process.

14. The method of claim 11 , further comprising filtering organic material from the untreated water prior to the untreated water being siphoned into the system.

15. The method of claim 11 , further comprising selectably extending the flexible volute pipe from a vessel into a water environment to a depth within a range of about 0 ft. to about 5,000 ft.

16. The method of claim 11 , wherein the one or more primary actuation tanks and the one or more secondary actuation tanks each include a process stack including one or more baffles and one or more boundary layer disks with cavitation inducing structures.

17. The method of claim 11 , wherein the ozone supplied to the one or more storage tanks dissolves to mitigate hydrolytic processes and thermal oxidation, and to remove biological contaminants from the separated ground particles.

18. The method of claim 11 , further comprising brushing trapped contaminants from the screen using a mechanical weir.

19. The method of claim 11 , wherein the comminutor is a centrifugal comminutor.

20. The method of claim 11 , wherein the one or more primary actuation tanks and the one or more secondary actuation tanks each include a process stack including one or more baffles and one or more boundary layer disks with cavitation inducing structures, wherein the cavitation inducing structures include one or more protrusions from the one or more boundary layer disks, and wherein the one or more protrusions are disposed in one or more rows that extend radially from a central area of the one or more boundary layer disks toward an outer edge of the one or more boundary layer disks.