US3885331A - Dredging barge having digging jets and steering jets - Google Patents

Dredging barge having digging jets and steering jets Download PDF

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US3885331A
US3885331A US373140A US37314073A US3885331A US 3885331 A US3885331 A US 3885331A US 373140 A US373140 A US 373140A US 37314073 A US37314073 A US 37314073A US 3885331 A US3885331 A US 3885331A
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water
barge
hull
tubular pipes
pair
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Thomas A Mathieu
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/28Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways
    • E02F5/287Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways with jet nozzles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F9/00Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/06Floating substructures as supports
    • E02F9/062Advancing equipment, e.g. spuds for floating dredgers

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  • ends with a manifold at one end mounted for pivotal movement about a horizontal axis and carrying a plurality of tubular pipes such that ends thereof may be positioned variably vertically relative to the material upon the bed to create a material-water admixture as well as providing forwarding propulsion to the hull, at least a pair of tubular pipes at a second end of the hull, the pair of tubu lar pipes being directed generally forwardly in the directiori of forward propulsion. and inclined relative to the horizontal, and the pair of tubular pipes each being pivoted for movement about a vertical axis to steer the barge.
  • a primary object of this invention is to provide a barge equipped with means for removing material, such as cuttings and barite, from a so-called mud pit which is simply a pond, lake or like body of water whose bed is covered by the material which is to be removed.
  • the barge since the material is rather dense due to having settled to the bottom, in keeping with the present invention the barge includes a floatable hull with means for drawing water from the body of water, preferably close to its upper surface, and means for forcefully returning the water thus withdrawn back into the body of water but closely adjacent the material which is to be removed thereby creating turbulence and an admixture of the material and water which can be collectively later withdrawn and disposed of as necessary.
  • the barge includes at one end a plurality of pipes connected at one end to a main manifold or header and having opposite ends with reduced orifices to achieve a jetting of the water to obtain thorough admixture, and the main manifold is preferably mounted for pivoting movement about a horizontal axis whereby the distance between the terminal ends of the pipes and the bed can be varied as found necessary or desirable.
  • the means for drawing water from the body of water is additionally provided by a relatively large diameter pipe, and means are provided for adjusting the depth of immersion of the latter pipe with respect to the upper water surface.
  • Yet another object of this invention is to provide at an opposite end of the hull on each side thereof at least a single pipe pivoted for movement about a vertical axis whereby through suitable control means water emerging from the latter two pipes constitutes means for steering the barge when in operation.
  • FIG. 1 is a schematic side elevational view of the barge constructed in keeping with this invention, and illustrates the manner in which water is drawn through a pipe and forcefully returned adjacent the upper surface of cuttings, barite, or similar material resting upon thebed of a lake, pond or similar body of water.
  • FIG. 2 is an enlarged perspective view of the barge of FIG. 1, and illustrates the major components exclusive of apparatus which has been removed for clarity.
  • FIG. 3 is a top plan view of the barge of this invention, and illustrates details of the pipes at the bow and stem which are mounted for pivoting motion about respective horizontal and vertical axes.
  • FIG. 4 is a cross-sectional view taken generally along line 44 of FIG. 3, and illustrates details of a prime mover, a pump, and suitable controls for the conduits coupled to the various pipes.
  • a pit P having a body of water W includes upon its bed B material M, such as cuttings, barite, or the like. Due to the settled condition of the material M its removal is extremely difficult, but in accordance with the present invention a barge, generally designated by the reference numeral is provided for creating an admixture of the water W and the material M which can, for example, be thereafter collectively siphoned or pumped from the pit P by any suitable on-shore pump 11 through a conduit 12. The material-water admixture may then be transferred by piping to, for example, a non-producing oil or gas well or a disposal well.
  • the manner of accomplishing the admixture is that of forcing the particles of material M which have settled out of the water W back :into suspension to create a pumpable slurry.
  • the upper strata of water W which is relatively clean initially, is pumped out and redistributed forcefully immediately adjacent the upper surface (unnumbered) of the material M, in a manner to be described more fully hereinafter.
  • the barge 10 includes a hull 15 formed by a pair of spaced pontoons 16, 17 bridged by a deck 18 which is formed by a plurality of 2-inch thick timber decking planks 20.
  • the pontoons 16, 17 are reinforced at tapered forward ends (unnumbered) thereof by a piece of tubular bridging material 21, as also occurs at the stern by a like bridging tube 22 (FIG. 3).
  • a rigid metallic frame 23 rests atop the decking planks and suitably carried thereby is a prime mover 24 which is preferably a diesel engine having an output shaft 25 connected to a pump 26 having an impeller housing 27 of a conventional construction.
  • the impeller (not shown) is rotated to both draw water W from a point adjacent the surface and by suitable conduit means to be described more fully hereafter returns this drawn water forcefully back into the body of water W adjacent the upper surface of the material M to admix the same with the water and thus produce the pumpable slurry heretofore noted.
  • a generally L-shaped pipe 30 carries at one end a conventional foot valve 31 and a screen 32.
  • the pipe 30 is illustrated slightly below the surface of the water in FIG. 4 and is held in this position by a cable 33 connected at one end to an eye 34 which is welded to the pipe 30.
  • the cable 33 is partially entrained about a pulley 35 which is in turn connected from an outrigger 36 of a post 37 whose lower end is welded or otherwise secured to a metallic bracket 38 which is in turn welded or bolted to the pontoon 16.
  • the cable 33 is connected to a suitable powered winch and by selective energization of the latter the pipe 30 may be raised or lowered as desired.
  • the pipe 30 is of a 6 inch diameter and at a reduced end includes a conventional thread to which is attached a coupling 40 of a flexible conduit 41 having another coupling 42 at an opposite end joined to a thread 43 of an inlet pipe 44 in turn joined to the impeller housing 27.
  • Each pipe 46 of the plurality of pipes has at a lowermost end a collar 47 which reduces the normal three inch diameter of each pipe 46 to approximately a inch outlet opening, generally designated by the reference numeral 48 in FIG. 4.
  • a metallic tube 50 underlies and is welded to each of the tubes 46 and carries an eye 51 to which is secured a cable 52 entrained about a pulley 53 connected to an outrigger 54 which is in turn welded or otherwise secured to the post 37.
  • the cable 52 is secured to a powered winch or the like for changing the degree of inclination of the plurality of pipes 45 in order that the orifices 48 may be positioned at different levels with respect to the upper surface of the material M depending, of course, upon the height of the material M and the depth of the water W.
  • the ends of the pipes 46 remote from the caps 47 are welded to a tubular manifold or header 55 which is a six inch pipe mounted for pivoting movement about a horizontal axis by virtue of eight inch pipe saddle hinges 56, 57 welded to arms 60, 61 which are in turn welded to the bracket 38 and another bracket 62 welded to the pontoon 17.
  • a 6 inch pipe 63 is welded to the manifold 55 and at a male end is secured a coupling 64 of a flexible conduit 65 having a like coupling 66 remote from the coupling 64.
  • a 6 inch butterfly valve is located in a valve housing 67 and includes an external handle (not shown) for controlling the flow of water from the impeller housing 27 through a conduit 68 into the flexible conduit 65 and eventually outwardly of the orifices 48 of each of the pipes 46.
  • An other butterfly valve (three inch) 70 is located in a three inch generally T-shaped coupling 71 for closing the latter when it is desired to prime the pump or impeller 26, 27.
  • the arms (unnumbered) of the T-coupling 71 include further 3 inch butterfly valves 72, 73 (FIG. 3) each joined by rigid 3 inch tubular elbows 74, 75, respectively, to flexible three inch hoses 76, 77.
  • hoses 76, 77 Opposite ends of the hoses 76, 77 are joined by female couplings 78, 79 to 3 inch tubes or conduits 81, 82 which include end caps 83, 84 each terminating in an orifice 85, again of a generally inch diameter.
  • the pipes 81, 82 are rigid and have welded thereto vertical posts 86, 87, respectively, which are removably received in upstanding sockets 88, 89 welded or otherwise secured to the respective pontoons 16, 17.
  • the tubes 81 can therefore be swung about the vertical axes as defined by the posts 86, 87 for steering the barge in a manner to be described more fully hereinafter, although it is noted that the pipes are bent downwardly and project below the water line, in the manner best illustrated in FIGS. 1 and 4.
  • Another butterfly valve 90 is joined to the elbow 75 and is connected by a conduit 91 to a tank 92 which includes a butterfly valve 93 in an outlet conduit 94.
  • a typical operation is begun by launching the barge 10 in the water W of the pit P or, if already launched, priming the impeller housing 27 of the pump 26 by appropriately operating the valve 70.
  • a selected one or more of the valves 72, 73 and 67 are operated to move the barge 10 away from the shore and begin its travel over the entire surface area of the pit P.
  • valve 73 would be opened so that water drawn through the pipe 30 will issue from the orifice 85 of the conduit 82 with sufficient force to swing the right hand end of the barge 10, as viewed in FIG.
  • valve 73 may be closed and the valve 44 opened to redirect the pumped water through the conduit 65, the header 55, and the pipes 46 such that water issuing from the orifices 48 thereof immediately adjacent the upper surface of the material M (FIG. 1) will set up sufficient turbulence to admix and eventually create a pumpable slurry of the material M and the water W.
  • the angle of inclination of the pipes 45 may be varied so that the orifices 48 are immediately adjacent the upper surface of the material M whereas the vertical height of the pipe 30 is maintained just slightly below water level in order that at least initially clearer water is drawn from the upper strata. As is best viewed in FIG.
  • the turbulence created by the water issuing from the orifices 48 also moves the barge forward or to the right as viewed in FIG. 1 with steering being achieved by controlling the flow of water to the valves 72 and/or 73, as well as the disposition of the pipes 81, 82 by virtue of their vertical pivotal mounting. It is also to be noted that upon the closing of the valve 67 with the valves 72, 73 being opened the water issuing from the orifices of the pipes 81, 82 will move the barge 10 from right-to-left as viewed in FIG. 1. Moreover, upon the latter movement turning can be accomplished by the control of the valves 72, 73 and the position of the pipes 81, 82 as can be readily determined simply by manually pivoting the same.
  • the pit P is approximately filled with 80,000 barrels of water it takes approximately 24 hours to admix the water W and the material M into a pumpable slurry. Until the entire water material is admixed no pumping takes place but thereafter the on-shore pumping is energized and the slurry is drawn through the conduit 12 which may be lowered as the slurry level decreases.
  • the pipe 30 is employed to pump the slurry from the pit and by opening the valves 73, 75 the pumped slurry is admitted into the tank 92 through the conduit 91.
  • another valve (not shown) is located in the pipe 75 between the valve and the coupling (unnumbered) adjacent thereto to preclude the slurry from being pumped through the conduit when the in-tank loading mode is being practiced.
  • the tank 92 may, of course, be subsequently coupled to the conduit 12 and upon opening the valve 93 the contents of the tank 92 may be pumped to a dry well or suitable storage area.
  • the pump 26 is a 5 X 6 Mission Centrifugal powered by a 2-71 General Motors Diesel 24.
  • the on-shore pump 11 is a PJ-8 Gardner Denver powered by a General Motors V-871 Diesel.
  • tubes corresponding to tubes 46 may be no longer than 12 feet and may vary from two in number for small pits to as many as 8 for a very large pit of approximately l50,000 barrels.
  • the primary key to achieving the turbulence or jetting action of the tubes 46, 81, 82 is the fluid velocity, and not its pressure. Only a given'number of particles of the material M per gallon will remain in suspension (slurry) and therefore the more gallons pumped through the jets or tubes 46, 81, 82 the quicker the particles will combine with the water to form the materialwater (slurry) admixture. Of course, pressures can be increased with larger or more than a single stage centrifugal pump as in the presently described preferred embodiment of the invention.
  • a barge for removing material from the bed of a pond, lake or like body of water comprising a floating hull, said hull having opposite sides and opposite ends, means for drawing water from the pond, lake or like body of water, means for forcefully returning the water to the pond, lake or like body of water at each end of said hull, the water returning means at a first end of said hull including a manifold, a plurality of tubular pipes connected to said manifold, means mounting said manifold for pivoting movement about a horizontal axis whereby ends of said tubular pipes may be positioned variably vertically relative to the material upon said bed thereby creating a material-water admixture as well as providing forwarding propulsion to said hull, means for controlling the flow ofliquid to said manifold and said pair of tubular pipes, said water return means includes a pump, said hull carries an internal combustion engine for driving said pump, means for varying the angle of said first mentioned tubular pipes to the horizontal, water returning means at a second end of said hull
  • the barge as defined in claim 1 including means for hydraulically removing the material-water admixture from said body of water.

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  • Mining & Mineral Resources (AREA)
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Abstract

A barge for removing material from the bed of a pond, lake or like body of water which includes a floating hull having opposite sides and ends with a manifold at one end mounted for pivotal movement about a horizontal axis and carrying a plurality of tubular pipes such that ends thereof may be positioned variably vertically relative to the material upon the bed to create a material-water admixture as well as providing forwarding propulsion to the hull, at least a pair of tubular pipes at a second end of the hull, the pair of tubular pipes being directed generally forwardly in the direction of forward propulsion and inclined relative to the horizontal, and the pair of tubular pipes each being pivoted for movement about a vertical axis to steer the barge.

Description

[451 May 27, 1975 DREDGING BARGE HAVING DIGGING JETS AND STEERING JETS [76] Inventor: Thomas A. Mathieu, 2204 Justice St., Suite A, Monroe, La. 71201 22 Filed: June 25,1973
21 Appl. No.: 373,140
[52] US. Cl. 37/63; 37/78; 114/151; 115/12 R [51] Int. Cl. E02f 3/92; E02f 5/28 [58] Field of Search 37/78, 63, 62, 195; 115/12 R, 12 A; 114/151; 37/195 [56] References Cited UNITED STATES PATENTS 119,363 9/1871 Jackson 114/151 X 224,197 2/1880 Maguire et a1 37/63 512,591 l/1894 Walker 115/12 R 803,587 ll/1905 Hanford 37/63 X 1,240,932 9/1917 Brown et a1. 114/151 1,518,528 12/1924 Libby 37/62 2,852,868 9/1958 Talbott et a1. 37/78 2,960,368 v1l/l960 Watanabe 37/63 UX 3,013,395 12/1961 Gaylord 37/62 X 12/1970 Plutchak 37/63 X 8/1971 Larson 37/78 Primary Examiner-Clifford D. Crowder Attorney, Agent, or Firm--Diller, Brown, Ramik & Wight 57 ABSTRACT A barge for removing material from the bed of a pond, lake or like body of water which includes a floating hull having opposite sides and. ends with a manifold at one end mounted for pivotal movement about a horizontal axis and carrying a plurality of tubular pipes such that ends thereof may be positioned variably vertically relative to the material upon the bed to create a material-water admixture as well as providing forwarding propulsion to the hull, at least a pair of tubular pipes at a second end of the hull, the pair of tubu lar pipes being directed generally forwardly in the directiori of forward propulsion. and inclined relative to the horizontal, and the pair of tubular pipes each being pivoted for movement about a vertical axis to steer the barge.
4 Claims, 4 Drawing Figures PATENTEI] MAY 2 7 i975 SHEET UlUF 2 PATENTED MAY 2 7 5 SHEET 02 0F 2 DREDGING BARGE HAVING DIGGING JETS AND STEERING JETS A primary object of this invention is to provide a barge equipped with means for removing material, such as cuttings and barite, from a so-called mud pit which is simply a pond, lake or like body of water whose bed is covered by the material which is to be removed. However, since the material is rather dense due to having settled to the bottom, in keeping with the present invention the barge includes a floatable hull with means for drawing water from the body of water, preferably close to its upper surface, and means for forcefully returning the water thus withdrawn back into the body of water but closely adjacent the material which is to be removed thereby creating turbulence and an admixture of the material and water which can be collectively later withdrawn and disposed of as necessary.
In keeping with a further object of this invention the barge includes at one end a plurality of pipes connected at one end to a main manifold or header and having opposite ends with reduced orifices to achieve a jetting of the water to obtain thorough admixture, and the main manifold is preferably mounted for pivoting movement about a horizontal axis whereby the distance between the terminal ends of the pipes and the bed can be varied as found necessary or desirable.
In keeping with another object of this invention the means for drawing water from the body of water is additionally provided by a relatively large diameter pipe, and means are provided for adjusting the depth of immersion of the latter pipe with respect to the upper water surface.
Yet another object of this invention is to provide at an opposite end of the hull on each side thereof at least a single pipe pivoted for movement about a vertical axis whereby through suitable control means water emerging from the latter two pipes constitutes means for steering the barge when in operation.
With the above and other objects in view that will hereinafter appear, the nature of the invention will be more clearly understood by reference to the following detailed description, the appended claimed subject matter, and the several views illustrated in the accompanying drawings.
IN THE DRAWINGS FIG. 1 is a schematic side elevational view of the barge constructed in keeping with this invention, and illustrates the manner in which water is drawn through a pipe and forcefully returned adjacent the upper surface of cuttings, barite, or similar material resting upon thebed of a lake, pond or similar body of water.
FIG. 2 is an enlarged perspective view of the barge of FIG. 1, and illustrates the major components exclusive of apparatus which has been removed for clarity.
FIG. 3 is a top plan view of the barge of this invention, and illustrates details of the pipes at the bow and stem which are mounted for pivoting motion about respective horizontal and vertical axes.
FIG. 4 is a cross-sectional view taken generally along line 44 of FIG. 3, and illustrates details of a prime mover, a pump, and suitable controls for the conduits coupled to the various pipes.
Referring first to FIG. 1 of the drawings, a pit P having a body of water W includes upon its bed B material M, such as cuttings, barite, or the like. Due to the settled condition of the material M its removal is extremely difficult, but in accordance with the present invention a barge, generally designated by the reference numeral is provided for creating an admixture of the water W and the material M which can, for example, be thereafter collectively siphoned or pumped from the pit P by any suitable on-shore pump 11 through a conduit 12. The material-water admixture may then be transferred by piping to, for example, a non-producing oil or gas well or a disposal well.
The manner of accomplishing the admixture is that of forcing the particles of material M which have settled out of the water W back :into suspension to create a pumpable slurry. To accomplish this goal the upper strata of water W, which is relatively clean initially, is pumped out and redistributed forcefully immediately adjacent the upper surface (unnumbered) of the material M, in a manner to be described more fully hereinafter.
Referring more particularly to FIGS. 2 and 3 of the drawings, the barge 10 includes a hull 15 formed by a pair of spaced pontoons 16, 17 bridged by a deck 18 which is formed by a plurality of 2-inch thick timber decking planks 20. The pontoons 16, 17 are reinforced at tapered forward ends (unnumbered) thereof by a piece of tubular bridging material 21, as also occurs at the stern by a like bridging tube 22 (FIG. 3). A rigid metallic frame 23 rests atop the decking planks and suitably carried thereby is a prime mover 24 which is preferably a diesel engine having an output shaft 25 connected to a pump 26 having an impeller housing 27 of a conventional construction. The impeller (not shown) is rotated to both draw water W from a point adjacent the surface and by suitable conduit means to be described more fully hereafter returns this drawn water forcefully back into the body of water W adjacent the upper surface of the material M to admix the same with the water and thus produce the pumpable slurry heretofore noted.
A generally L-shaped pipe 30 carries at one end a conventional foot valve 31 and a screen 32. The pipe 30 is illustrated slightly below the surface of the water in FIG. 4 and is held in this position by a cable 33 connected at one end to an eye 34 which is welded to the pipe 30. The cable 33 is partially entrained about a pulley 35 which is in turn connected from an outrigger 36 of a post 37 whose lower end is welded or otherwise secured to a metallic bracket 38 which is in turn welded or bolted to the pontoon 16. The cable 33 is connected to a suitable powered winch and by selective energization of the latter the pipe 30 may be raised or lowered as desired.
The pipe 30 is of a 6 inch diameter and at a reduced end includes a conventional thread to which is attached a coupling 40 of a flexible conduit 41 having another coupling 42 at an opposite end joined to a thread 43 of an inlet pipe 44 in turn joined to the impeller housing 27.
The water drawn from the water through the pipe 30 upon the operation of the pump 26 is forcefully returned by means of a series of tubular jetting pipes collectively indicated by the reference numeral 45. Each pipe 46 of the plurality of pipes has at a lowermost end a collar 47 which reduces the normal three inch diameter of each pipe 46 to approximately a inch outlet opening, generally designated by the reference numeral 48 in FIG. 4. A metallic tube 50 underlies and is welded to each of the tubes 46 and carries an eye 51 to which is secured a cable 52 entrained about a pulley 53 connected to an outrigger 54 which is in turn welded or otherwise secured to the post 37. The cable 52, much in the manner of the cable 33, is secured to a powered winch or the like for changing the degree of inclination of the plurality of pipes 45 in order that the orifices 48 may be positioned at different levels with respect to the upper surface of the material M depending, of course, upon the height of the material M and the depth of the water W.
The ends of the pipes 46 remote from the caps 47 are welded to a tubular manifold or header 55 which is a six inch pipe mounted for pivoting movement about a horizontal axis by virtue of eight inch pipe saddle hinges 56, 57 welded to arms 60, 61 which are in turn welded to the bracket 38 and another bracket 62 welded to the pontoon 17. A 6 inch pipe 63 is welded to the manifold 55 and at a male end is secured a coupling 64 of a flexible conduit 65 having a like coupling 66 remote from the coupling 64. A 6 inch butterfly valve is located in a valve housing 67 and includes an external handle (not shown) for controlling the flow of water from the impeller housing 27 through a conduit 68 into the flexible conduit 65 and eventually outwardly of the orifices 48 of each of the pipes 46. An other butterfly valve (three inch) 70 is located in a three inch generally T-shaped coupling 71 for closing the latter when it is desired to prime the pump or impeller 26, 27. The arms (unnumbered) of the T-coupling 71 include further 3 inch butterfly valves 72, 73 (FIG. 3) each joined by rigid 3 inch tubular elbows 74, 75, respectively, to flexible three inch hoses 76, 77.
Opposite ends of the hoses 76, 77 are joined by female couplings 78, 79 to 3 inch tubes or conduits 81, 82 which include end caps 83, 84 each terminating in an orifice 85, again of a generally inch diameter. The pipes 81, 82 are rigid and have welded thereto vertical posts 86, 87, respectively, which are removably received in upstanding sockets 88, 89 welded or otherwise secured to the respective pontoons 16, 17. The tubes 81 can therefore be swung about the vertical axes as defined by the posts 86, 87 for steering the barge in a manner to be described more fully hereinafter, although it is noted that the pipes are bent downwardly and project below the water line, in the manner best illustrated in FIGS. 1 and 4.
Another butterfly valve 90 is joined to the elbow 75 and is connected by a conduit 91 to a tank 92 which includes a butterfly valve 93 in an outlet conduit 94.
OPERATION Assuming that the material M is fully settled, a typical operation is begun by launching the barge 10 in the water W of the pit P or, if already launched, priming the impeller housing 27 of the pump 26 by appropriately operating the valve 70. Depending upon the disposition of the barge with respect to the shore line a selected one or more of the valves 72, 73 and 67 are operated to move the barge 10 away from the shore and begin its travel over the entire surface area of the pit P. For example, if the barge 10 is generally parallel to the shore line with the pontoon 17 most immediately adjacent thereto the valve 73 would be opened so that water drawn through the pipe 30 will issue from the orifice 85 of the conduit 82 with sufficient force to swing the right hand end of the barge 10, as viewed in FIG.
3, in a counter-clockwise direction. Thereafter the valve 73 may be closed and the valve 44 opened to redirect the pumped water through the conduit 65, the header 55, and the pipes 46 such that water issuing from the orifices 48 thereof immediately adjacent the upper surface of the material M (FIG. 1) will set up sufficient turbulence to admix and eventually create a pumpable slurry of the material M and the water W. The angle of inclination of the pipes 45 may be varied so that the orifices 48 are immediately adjacent the upper surface of the material M whereas the vertical height of the pipe 30 is maintained just slightly below water level in order that at least initially clearer water is drawn from the upper strata. As is best viewed in FIG. 1, the turbulence created by the water issuing from the orifices 48 also moves the barge forward or to the right as viewed in FIG. 1 with steering being achieved by controlling the flow of water to the valves 72 and/or 73, as well as the disposition of the pipes 81, 82 by virtue of their vertical pivotal mounting. It is also to be noted that upon the closing of the valve 67 with the valves 72, 73 being opened the water issuing from the orifices of the pipes 81, 82 will move the barge 10 from right-to-left as viewed in FIG. 1. Moreover, upon the latter movement turning can be accomplished by the control of the valves 72, 73 and the position of the pipes 81, 82 as can be readily determined simply by manually pivoting the same.
Assuming that the pit P is approximately filled with 80,000 barrels of water it takes approximately 24 hours to admix the water W and the material M into a pumpable slurry. Until the entire water material is admixed no pumping takes place but thereafter the on-shore pumping is energized and the slurry is drawn through the conduit 12 which may be lowered as the slurry level decreases.
At times when the slurry level in the pit P becomes too low to be picked up by the on-shore pump 11 through the conduit 12 the pipe 30 is employed to pump the slurry from the pit and by opening the valves 73, 75 the pumped slurry is admitted into the tank 92 through the conduit 91. Preferably another valve (not shown) is located in the pipe 75 between the valve and the coupling (unnumbered) adjacent thereto to preclude the slurry from being pumped through the conduit when the in-tank loading mode is being practiced. The tank 92 may, of course, be subsequently coupled to the conduit 12 and upon opening the valve 93 the contents of the tank 92 may be pumped to a dry well or suitable storage area.
Though variables in equipment are contemplated, in keeping with a preferred form of the invention the pump 26 is a 5 X 6 Mission Centrifugal powered by a 2-71 General Motors Diesel 24. The on-shore pump 11 is a PJ-8 Gardner Denver powered by a General Motors V-871 Diesel.
The water, as earlier mentioned, is picked up relatively particle free during initial operation of the barge 10 and is done so at a rate of 1,000 to 5,000 gallons per minute at 35 to 75 psi. In actual practice it has been found that tubes corresponding to tubes 46 may be no longer than 12 feet and may vary from two in number for small pits to as many as 8 for a very large pit of approximately l50,000 barrels.
The primary key to achieving the turbulence or jetting action of the tubes 46, 81, 82 is the fluid velocity, and not its pressure. Only a given'number of particles of the material M per gallon will remain in suspension (slurry) and therefore the more gallons pumped through the jets or tubes 46, 81, 82 the quicker the particles will combine with the water to form the materialwater (slurry) admixture. Of course, pressures can be increased with larger or more than a single stage centrifugal pump as in the presently described preferred embodiment of the invention.
While preferred forms and arrangement of parts have been shown in illustrating the invention, it is to be clearly understood that various changes in details and arrangement of parts may be made without departing from the scope and spirit of this disclosure.
I claim:
1. A barge for removing material from the bed of a pond, lake or like body of water comprising a floating hull, said hull having opposite sides and opposite ends, means for drawing water from the pond, lake or like body of water, means for forcefully returning the water to the pond, lake or like body of water at each end of said hull, the water returning means at a first end of said hull including a manifold, a plurality of tubular pipes connected to said manifold, means mounting said manifold for pivoting movement about a horizontal axis whereby ends of said tubular pipes may be positioned variably vertically relative to the material upon said bed thereby creating a material-water admixture as well as providing forwarding propulsion to said hull, means for controlling the flow ofliquid to said manifold and said pair of tubular pipes, said water return means includes a pump, said hull carries an internal combustion engine for driving said pump, means for varying the angle of said first mentioned tubular pipes to the horizontal, water returning means at a second end of said hull including at least a pair of tubular pipes. said pair of tubular pipes being directed generally forwardly in the direction of forward propulsion and inclined relative to the horizontal, and means mounting said pair of tubular pipes each for pivoting movement about a vertical axis whereby said tubular pipes may be pivoted to steer the barge.
2. The barge as defined in claim 1 wherein said lastmentioned mounting means are located exteriorly of said hull and above the waterline thereof.
3. The barge as defined in claim 1 including means for hydraulically removing the material-water admixture from said body of water.
4. The barge as defined in claim 3 wherein said lastmentioned means are carried by said barge.

Claims (4)

1. A barge for removing material from the bed of a pond, lake or like body of water comprising a floating hull, said hull having opposite sides and opposite ends, means for drawing water from the pond, lake or like body of water, means for forcefully returning the water to the pond, lake or like body of water at each end of said hull, the water returning means at a first end of said hull including a manifold, a plurality of tubular pipes connected to said manifold, means mounting said manifold for pivoting movement about a horizontal axis whereby ends of said tubular pipes may be positioned variably vertically relative to the material upon said bed thereby creating a material-water admixture as well as providing forwarding propulsion to said hull, means for controlling the flow of liquid to said manifold and said pair of tubular pipes, said water return means includes a pump, said hull carries an internal combustion engine for driving said pump, means for varying the angle of said first mentioned tubular pipes to the horizontal, water returning means at a second end of said hull including at least a pair of tubular pipes, said pair of tubular pipes being directed generally forwardly in the direction of forward propulsion and inclined relative to the horizontal, and means mounting said pair of tubular pipes each for pivoting movement about a vertical axis whereby said tubular pipes may be pivoted to steer the barge.
2. The barge as defined in claim 1 wherein said last-mentioned mounting means are located exteriorly of said hull and above the waterline thereof.
3. The barge as defined in claim 1 including means for hydraulically removing the material-water admixture from said body of water.
4. The barge as defined in claim 3 wherein said last-mentioned means are carried by said barge.
US373140A 1973-06-25 1973-06-25 Dredging barge having digging jets and steering jets Expired - Lifetime US3885331A (en)

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Cited By (20)

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US4290379A (en) * 1979-07-30 1981-09-22 Carter Festus A Suppression of surface foam on detergent-contaminated lagoons
US4365575A (en) * 1978-01-09 1982-12-28 Frank Cicero Marine scoopers for porpoises and tuna - porpoise-escape-way
EP0119653A1 (en) * 1983-03-18 1984-09-26 Reijer Nicolaas Van Weezenbeek Method for removing sludge or mud from the bottom of a water area
EP0257317A1 (en) * 1986-08-06 1988-03-02 Harry Stallzus Device for the treatment of floors of stretches of water
GB2359101A (en) * 2000-02-09 2001-08-15 Thomas Hasler Dredging Vessel
US6561857B1 (en) 2001-08-10 2003-05-13 Romer Mass Hump boat
US20040060849A1 (en) * 2002-02-23 2004-04-01 Peyton Dennis E. Maintenance apparatuses for permeability improvement in fluid containment basins
US6874261B2 (en) * 1994-04-07 2005-04-05 Van Oord N.V. Method for treating an underwater bed
US20050123352A1 (en) * 2002-02-23 2005-06-09 Peyton Dennis E. Maintenance apparatuses for permeability improvement in fluid containment basins
US20060162195A1 (en) * 2005-01-26 2006-07-27 Langdon Brian B System and method of dewatering dredge spoils using sloping drain barge
US7992717B1 (en) * 2008-11-06 2011-08-09 Hazen Jay T Hindered settling system
GB2491571A (en) * 2011-05-28 2012-12-12 John Simon Blight Dredging system with internal water channels
CN103088861A (en) * 2013-02-01 2013-05-08 梁华安 Underwater silt remover, underwater silt removing device comprising the same and operation method thereof
US20140112093A1 (en) * 2011-12-12 2014-04-24 Benny D. Puck Floating manure agitator
US20140326679A1 (en) * 2013-05-06 2014-11-06 John Hutton Air Cloud Particle Suspension Dredge
US20150201548A1 (en) * 2013-11-20 2015-07-23 Hydro Operating, Llc Manure Agitation Boat
US20150367297A1 (en) * 2014-06-20 2015-12-24 James Timothy Tews Floating manure agitator with multidirectional agitator nozzles
DE102016120351A1 (en) * 2016-10-25 2018-04-26 Oase Gmbh Cleaning device for ponds
CN111236349A (en) * 2020-03-09 2020-06-05 南京清中环境技术有限公司 Special equipment for cleaning organic debris and sediments on water bottom surface layer
US10722919B2 (en) * 2015-08-20 2020-07-28 VHS IP Pty Ltd Spoil treatment plant

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Cited By (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4365575A (en) * 1978-01-09 1982-12-28 Frank Cicero Marine scoopers for porpoises and tuna - porpoise-escape-way
US4290379A (en) * 1979-07-30 1981-09-22 Carter Festus A Suppression of surface foam on detergent-contaminated lagoons
EP0119653A1 (en) * 1983-03-18 1984-09-26 Reijer Nicolaas Van Weezenbeek Method for removing sludge or mud from the bottom of a water area
US4604000A (en) * 1983-03-18 1986-08-05 Weezenbeek Reijer N Van Method for removing sludge or mud from the bottom of a water area
EP0257317A1 (en) * 1986-08-06 1988-03-02 Harry Stallzus Device for the treatment of floors of stretches of water
US6874261B2 (en) * 1994-04-07 2005-04-05 Van Oord N.V. Method for treating an underwater bed
GB2359101A (en) * 2000-02-09 2001-08-15 Thomas Hasler Dredging Vessel
US6561857B1 (en) 2001-08-10 2003-05-13 Romer Mass Hump boat
US20040060849A1 (en) * 2002-02-23 2004-04-01 Peyton Dennis E. Maintenance apparatuses for permeability improvement in fluid containment basins
US6848860B2 (en) * 2002-02-23 2005-02-01 Dennis E. Peyton Maintenance apparatuses for permeability improvement in fluid containment basins
US20050123352A1 (en) * 2002-02-23 2005-06-09 Peyton Dennis E. Maintenance apparatuses for permeability improvement in fluid containment basins
US20060162195A1 (en) * 2005-01-26 2006-07-27 Langdon Brian B System and method of dewatering dredge spoils using sloping drain barge
US7509759B2 (en) * 2005-01-26 2009-03-31 General Construction Company System and method of dewatering dredge spoils using sloping drain barge
US7992717B1 (en) * 2008-11-06 2011-08-09 Hazen Jay T Hindered settling system
GB2491571A (en) * 2011-05-28 2012-12-12 John Simon Blight Dredging system with internal water channels
US20140112093A1 (en) * 2011-12-12 2014-04-24 Benny D. Puck Floating manure agitator
US9572297B2 (en) * 2011-12-12 2017-02-21 Puck Custom Enterprises, Inc. Floating manure agitator
US9462741B2 (en) * 2011-12-12 2016-10-11 Puck Custom Enterprises, Inc. Floating manure agitator
CN103088861A (en) * 2013-02-01 2013-05-08 梁华安 Underwater silt remover, underwater silt removing device comprising the same and operation method thereof
CN103088861B (en) * 2013-02-01 2015-05-20 梁华安 Underwater silt remover, underwater silt removing device comprising the same and operation method thereof
US9227861B2 (en) * 2013-05-06 2016-01-05 John Hutton Air cloud particle suspension dredge
US20140326679A1 (en) * 2013-05-06 2014-11-06 John Hutton Air Cloud Particle Suspension Dredge
US20150201548A1 (en) * 2013-11-20 2015-07-23 Hydro Operating, Llc Manure Agitation Boat
US20150367297A1 (en) * 2014-06-20 2015-12-24 James Timothy Tews Floating manure agitator with multidirectional agitator nozzles
US10118138B2 (en) * 2014-06-20 2018-11-06 James Timothy Tews Floating manure agitator with multidirectional agitator nozzles
US10722919B2 (en) * 2015-08-20 2020-07-28 VHS IP Pty Ltd Spoil treatment plant
DE102016120351A1 (en) * 2016-10-25 2018-04-26 Oase Gmbh Cleaning device for ponds
CN111236349A (en) * 2020-03-09 2020-06-05 南京清中环境技术有限公司 Special equipment for cleaning organic debris and sediments on water bottom surface layer

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