IP Library Granted Patent US 12,378,790
Granted Patent B2
US 12,378,790 · App. 18/956,492 · Granted Aug 5, 2025

Apparatus for removing a layer of sediment which has settled on the bottom of a large water body

Inventor: Joseph E. Kovarik (Englewood, CO)
Assignee: Joseph E. Kovarik
E04H4/1636C02F1/001C02F2103/007C02F2201/008C02F2301/08C02F2303/24
View Patent ↗
Loading inventors, assignments & file history…
Monitor This Case
Get email alerts when status or documents change.
Order Certified Copies
Most orders are placed with the USPTO same day — all within 24 business hours.
Order via The Patent Place →
Pre-filled with this patent's details
Quick Facts
Patent No.
US 12,378,790
App. No.
18/956,492
Granted
Aug 5, 2025
Kind
B2
Abstract

A method and apparatus for removing a layer of sediment which has settled on the bottom of a large water body includes using a structural frame configured to contain a bottom water flow and for containing liquid and suspended particles dispersed during removal of bottom sediment in a suctioning area that is at least about 3 square feet, up to and including 8 square feet, that has support elements and/or silt containing elements, with a plurality of supporting wheels. A sediment removing vacuum unit is operably associated with the structural frame to conduct suctioned bottom water flow through suction lines to a filtering station outside of the water body, such that the water can then be returned to the large water body.

Claims (18)

1. A method of removing a layer of sediment which has settled on a bottom of a large body of water, the method comprising, providing an apparatus that comprises, a structural frame configured to contain a bottom water flow and avoid a re-suspension of sediment outside a vicinity of the structural frame, said structural frame configured to contain liquid and suspended particles dispersed during removal of bottom sediment in a suctioning area that is at least 3 square feet, said structural frame having at least 4 wheels configured to facilitate conveyance across the bottom of the large water body when the structural frame is submerged in the large water body; said structural frame operably connecting to at least one suction line that is at least about 8 feet in length and has a diameter of at least about 2 inches and configured to conduct a suctioned bottom water flow through said suction line; said apparatus having a silt constraining enclosure that surrounds the suctioning area that is at least about 3 square feet and that assists in isolating an area of suctioning; said structural frame having one or more sections that direct silt laden water to an at least one sediment removing vacuum unit; suctioning sediment-containing water from the bottom of the large body of water using the apparatus; and filtering the suctioned bottom water outside of the large body of water through a filter that is permeable to water to trap debris.

2. A method of removing a layer of sediment which has settled on a bottom of a large body of water, the method comprising, providing an apparatus that comprises, a structural frame configured to contain a bottom water flow and avoid a re-suspension of sediment outside a vicinity of the structural frame, said structural frame configured to contain liquid and suspended particles dispersed during removal of bottom sediment in a suctioning area that is at least 3 square feet, said structural frame having at least 4 wheels configured to facilitate conveyance across the bottom of the large water body when the structural frame is submerged in the large water body; said structural frame operably connecting to at least one suction line that is at least about 8 feet in length and has a diameter of at least about 2 inches and configured to conduct a suctioned bottom water flow through said suction line; said structural frame having one or more sections that direct silt laden water to an at least one sediment removing vacuum unit; suctioning sediment-containing water from the bottom of the large body of water using the apparatus in a controlled manner to achieve removal of debris from the bottom of the large body of water by confining turbidity to a specified area around the suction device; and filtering the suctioned bottom water outside of the large body of water through a filter that is permeable to water to trap debris, and providing a motorized, electrically powered mechanism to move the apparatus along the bottom of the large body of water.

3. The method as set forth in claim 2 , wherein the electrically powered mechanism is remote controlled.

4. The method as set forth in claim 1 , wherein the apparatus further comprises at least one ski.

5. The method as set forth in claim 1 , wherein the at least 4 wheels support the silt constraining enclosure.

6. The method of claim 1 , wherein said at least one sediment removing vacuum unit has at least one segment of PVC or plastic pipe being at least 1 inch in diameter.

7. The method of claim 1 , wherein said debris is directed to a storage container.

8. The method of claim 1 , further comprising, after said step of filtering, returning filtered water flow into the large water body.

9. The method of claim 1 , further comprising loosening the layer of sediment upon movement of said apparatus by employing a rake having a plurality of prongs extending into a sediment layer of said large water body.

10. The method of claim 1 , further comprising providing a fitting associated with the at least one sediment removing vacuum unit that precludes undesired sizes of debris from passing through when said vacuum unit draws sediment and water.

11. The method of claim 1 , wherein said silt constraining enclosure is capable of contouring to the bottom of the large water body.

12. The method of claim 1 , wherein said at least one sediment removing vacuum unit comprises at least one pump configured to pump water at a rate of at least 4000 gph.

13. The method of claim 1 , wherein said structural frame has at least two sections that direct silt laden water to the at least one sediment removing vacuum unit.

14. The method of claim 1 , wherein the silt constraining enclosure includes a silt curtain that is flexible.

15. The method of claim 1 , wherein the at least one vacuum unit weighs at least 45 pounds.

16. The method of claim 1 , wherein an elevation of said structural frame above the bottom of the large water body is adjustable.

17. A method of removing a layer of sediment which has settled on a bottom of a large body of water, the method comprising, providing an apparatus that comprises, a structural frame configured to contain a bottom water flow and avoid a re-suspension of sediment outside a vicinity of the structural frame, said structural frame configured to contain liquid and suspended particles dispersed during removal of bottom sediment in a suctioning area that is at least 3 square feet, said structural frame having at least 4 wheels configured to facilitate conveyance across the bottom of the large water body when the structural frame is submerged in the large water body; said structural frame operably connecting to at least one suction line that is at least about 8 feet in length and has a diameter of at least about 2 inches and configured to conduct a suctioned bottom water flow through said suction line; said structural frame having one or more sections that direct silt laden water to an at least one sediment removing vacuum unit; suctioning sediment-containing water from the bottom of the large body of water using the apparatus; and filtering the suctioned bottom water outside of the large body of water through a filter that is permeable to water to trap debris, wherein said apparatus further comprises a silt constraining enclosure that surrounds the suctioning area that is at least about 3 square feet and that assists in isolating an area of suctioning.

18. The method as set forth in claim 17 , wherein the apparatus is moved along the bottom of the large body of water by remote control.

Assignments (1)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Nov 22, 2024
From: KOVARIK, JOSEPH E.; FRANEK, JEFF
To: KOVARIK, JOSEPH E.
Reel/Frame 069371/0991 →
Continuity (9)
Division 18532158 · Dec 7, 2023
Continuation In Part 17475611 · Sep 15, 2021
Continuation 16542364 · Aug 16, 2019
Continuation 15665779 · Aug 1, 2017
Continuation 14694129 · Apr 23, 2015
Continuation 13404170 · Feb 24, 2012
Provisional Application 61471506 · Apr 4, 2011
Provisional Application 61446282 · Feb 24, 2011
Related Publication 20250084658A1 · Mar 13, 2025
References Cited (24)
US 6469A · Lincoln · 1849 [cited by applicant]
US 5524320A · Zachhuber · 1996 [cited by applicant]
US 5553972A · Bergeron · 1996 [cited by applicant]
US 5995884A · Allen · 1999 [cited by applicant]
US 7181871B2 · Sower · 2007 [cited by applicant]
US 7805793B2 · Paxton · 2010 [cited by applicant]
US 8465651B2 · Fischmann · 2013 [cited by applicant]
US 8753520B1 · Fischmann · 2014 [cited by applicant]
US 8926221B2 · Hwang · 2015 [cited by applicant]
US 9016290B2 · Kovarik et al. · 2015 [cited by applicant]
US 9062471B2 · Fischmann · 2015 [cited by applicant]
US 9080342B2 · Fischmann · 2015 [cited by applicant]
US 9470007B2 · Fischmann et al. · 2016 [cited by applicant]
US 9470008B2 · Fischmann et al. · 2016 [cited by applicant]
US 9708822B2 · Fischmann et al. · 2017 [cited by applicant]
US 9732537B2 · Kovarik et al. · 2017 [cited by applicant]
US 9957693B2 · Fischmann Torres · 2018 [cited by applicant]
US 10385581B2 · Kovarik et al. · 2019 [cited by applicant]
US 11124981B2 · Kovarik et al. · 2021 [cited by applicant]
US 11851908B2 · Kovarik · 2023 [cited by applicant]
US 12158019B2 · Kovarik · 2024 [cited by applicant]
US 20020117430A1 · Navarro et al. · 2002 [cited by applicant]
US 20050247613A1 · Bishop · 2005 [cited by applicant]
US 20120024794A1 · Fischmann T. · 2012 [cited by applicant]