US3877238A - Sea sled for entrenching and pipe burying operations - Google Patents

Sea sled for entrenching and pipe burying operations Download PDF

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US3877238A
US3877238A US413378A US41337873A US3877238A US 3877238 A US3877238 A US 3877238A US 413378 A US413378 A US 413378A US 41337873 A US41337873 A US 41337873A US 3877238 A US3877238 A US 3877238A
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Prior art keywords
conduit
fluid
inlet
sea
base structure
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US413378A
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English (en)
Inventor
Nuke Ming Chang
Elmer R Remkes
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Santa Fe International Corp
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Santa Fe International Corp
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Priority to US413378A priority Critical patent/US3877238A/en
Priority to AU75015/74A priority patent/AU498789B2/en
Priority to NO743977A priority patent/NO140995C/no
Priority to GB47842/74A priority patent/GB1483412A/en
Priority to DK579874A priority patent/DK579874A/da
Priority to DE2452726A priority patent/DE2452726C3/de
Priority to NL7414468A priority patent/NL7414468A/xx
Priority to SE7413955A priority patent/SE419353B/xx
Application granted granted Critical
Publication of US3877238A publication Critical patent/US3877238A/en
Anticipated expiration legal-status Critical
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/107—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using blowing-effect devices, e.g. jets
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/108—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using suction-effect devices
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/12—Laying or reclaiming pipes on or under water
    • F16L1/16—Laying or reclaiming pipes on or under water on the bottom

Definitions

  • No.: 413,378 duits each having a suction inlet at its lower end for location within the trench, a discharge at its upper end, a pair of pump nozzles each having an inlet exter- [52] U.S. Cl. 6l/72.4; 37/61; 37/62; na] to the associated conduit and an Outlet within the 417/153; 418/183 conduit directed .toward the corresponding discharge, Eozf EOZf F04f and a pair of primary nozzles respectively spaced from [58] Field of Search 61/724, 72.3, 72.1; the inlet ends f the pump nozzles A high pressure, 417/183, 153; 37/81 62 low volume, fluid is pumped from the surface through the jet nozzles.
  • the fluid emanating from the jet noz- References Cited zles entrains ambient fluid and delivers low pressure
  • PATENTEDAPRI 5 I975 sum a or g FIG. 5
  • the present invention relates to a sea sled for entrenching and burying undersea pipeline and particularly relates to an eductor system for removing slurry from the trench whereby pipeline laid along the sea bottom settles into the trench.
  • the present invention provides a novel and improved sea sled and eductor system for forming a trench for and burying underwater pipelines. particularly in depths beyond the feasible or practical limits of presently available equipment which minimizes or eliminates problems associated with prior sea sled and eductor systems and provides a novel and improved sea sled and eductor system having various advantages in construction. mode of operation and use in comparison with such prior sea sleds and eductor systems.
  • a water jet eductor system was proposed to overcome the problems associated with prior air jet systems and also in order to utilize an available low volume high pressure supply for the eductor.
  • the problems of economically removing the slurry from a trench in water depths exceeding about 200 feet and the cavitation problems associated with utilization of a high pressure waterjet nozzle are overcome by providing an eductor system having a double nozzle arrangement.
  • the present eductor system provides a pair of suction conduits each having an inlet at its lower end for receiving the slurry from the trench and a discharge at its upper end for discharging the slurry into the ambient water astride the trench.
  • a pump nozzle is disposed in each conduit and has an inlet external to the conduit.
  • each pump nozzle is disposed within the eductor conduit in a direction toward the conduit discharge.
  • a pair of primary jet nozzles are carried by the sea sled and each is located a predetermined distance from the inlet to a corresponding pump nozzle.
  • Each jet nozzle is provided with high pressure. low volume fluid from the surface floating tender and which fluid flows outwardly from the jet nozzle through the ambient fluid toward the inlet of the corresponding pump nozzle. This high pressure jet expands freely in the ambient fluid and e'ntrains the ambient fluid for delivery through the pump nozzle at low pressure, high volume. into the eductor conduit. This low pressure. high volume.
  • each eductor conduit creates a suction at the inlets of the conduits whereby slurry from the trench 'is sucked into the conduit, the entrained fluid and slurry being discharged at the discharges for the conduits.
  • the high pressure. low volume.jet By permitting the high pressure. low volume.jet to expand in the ambient fluid. the high energy available in the jet is reduced with consequent reduction in the tendency of the eductor conduit to pit as a result of cavitation pressures. Consequently. it has been found that by utilizing a high pressure. low volume. fluid source pumped from a surface floating tender through each jet nozzle. a low pressure. high volume. condition occurs through the corresponding pump nozzle which. in turn.
  • the gap between each primary jet nozzle and the inlet to the corresponding pump nozzle must be chosen such that desired flow rates of slurry removal are provided.
  • the larger the gap the lower the volume of slurry removed and the probability of encountering cavitation problems.
  • the smaller the gap the greater the volume of slurry removed but the greater the probability of cavitation. Consequently. gap distance is a significant factor in the configuration of the eductor.
  • FIG. 1 is a schematic illustration of a tender barge for handling the sea sled and eductor system of the present invention and illustrating the latter in use on the sea bottom;
  • FIG. 1a is a view similar to FIG. 1 illustrating the tender barge and sea sled positioned for deepwater 3 pipeline entrenching and burying operations with both illustrated under tow from a tug;
  • FIG. 2 is a perspective view of the sea sled and eductor system constructed in accordance with the present invention
  • FIG. 3 is an enlarged top plan view thereof
  • FIG. 4 is an enlarged fragmentary cross-sectional view taken generally about on line 4-4 in FIG. 3;
  • FIG. 5 is an enlarged end elevational view thereof
  • FIG. 6 is an enlarged fragmentary cross-sectional view thereof taken generally about on line 66 in FIG.
  • FIG. 7 is an enlarged side elevational view of a portion of the eductor system with parts broken out and in cross section for ease of illustration;
  • FIG. 8 is a cross-section view thereof taken generally about on line 88 in FIG. 7'.
  • FIG. 9 is a graphical illustration of the flow rates achieved with a preferred embodiment of the present invention.
  • a tender barge generally designated 10, carrying a sea sled and an eductor system generally designated 12 by means of an A frame 14 and a gantry 16.
  • the A frame 14 also supports an extension 18 pivotally connected at 20 to the stern of tender barge and movable between the full line and dashed line positions illustrated in FIG. 1.
  • the extension 18 is adapted to support the fluid lines connecting between the tender barge and sea sled when the latter is employed along the sea bottom.
  • the tender barge 10 also carries a crane 22 for use in locating the sea sled 12 from a position on the deck of tender barge l0 and in the water and also for removing the sea sled 12 from the water for positioning on the deck of the tender barge.
  • a boom 13 is carried on the bow of barge 10 and tow cables depend from bottom 13 for connection with the sea sled and for towing the latter. Further details of the tender barge 10 are not believed necessary since the tender barge per se forms no part of the present invention. It is believed sufficient to note that the tender barge 10 serves to transport the sea sled to and from the work site. to tow the sea sled 12 along the sea bottom desig nated SB in FIG. 1 during entrenching and pipeline burying operations. and to provide a surface floating carrier for personnel and equipment necessary to the operation of the sea sled and eductor system as described hereinafter.
  • sea sled 12 comprises a pair of generally cylindrical, laterally spaced. pontoons 24 structurally interconnected one to the other by a plurality of longitudinally spaced trans versely extending trusses 26.
  • Each truss 26 is comprised of vertical and diagonally upstanding members 28 and 30 respectively and transversely extending member 32 connecting between the upper ends of the vertical and diagonal members 28 and 30.
  • Forwardly inclined struts 34 also support the forwardmost pair of trusses 26 while rearwardly inclined struts 36 support the aft truss 26.
  • the foregoing described structure of the sled provides a clear area between the pontoons 24 whereby the pontoons are adapted to straddle a pipeline disposed on the sea bottom for reasons which will be appreciated from the ensuing description.
  • the pontoons are compartmented and suitable valves are provided whereby the pontoons can be ballasted and deballasted.
  • a pair of transversely spaced. vertically extending. risers 40 upstand from each of the transverse members 32 of the aft and intermediate trusses 26 for supporting the entrenching and eductor apparatus, generally designated 41, carried by sled 12.
  • a cross-over brace 42 interconnects the upper ends of the risers 40 carried by the intermediate truss 26. Additional bracing for the aft risers 42 is provided by diagonally extending struts 44.
  • the entrenching and eductor apparatus 41 are carried by risers 40 for location at selected elevations relative to the shed.
  • the support for entrenching and eductor apparatus 41 is provided by a generally rectangular frame (FIG. 3) comprised of a pair of longitudinally extending frame members 46 and transversely extending frame members 48' interconnecting the opposite ends of members 46.
  • a pair of lugs 50 project forwardly from the opposite ends of forward cross member 48 and a similar pair of lugs 52 project rearwardly from the opposite ends of aft cross member 48.
  • a pair of laterally spaced is provided along the aft side of each forward riser 40 and along the forward side of each aft riser 40.
  • a pair of laterally spaced longitudinally extending support tubes 68 are secured at opposite ends to members 48. Support tubes 68 are secured to transversely extending members 48 by clamps 74 which permit support tubes 68 to be positioned at selected transversely adjusted positions along members 48 for purposes as will become apparent from the ensuing description.
  • the frame comprised of members 46, 48, and 68 and which frame rigidly supports the entrenching and eductor apparatus 41 may be selectively positioned along risers 40 at desired elevations by inserting bolts or pins 63 through the openings 62 of plates 60 and the registering openings of the lugs 50 and 52 as applicable.
  • the entrenching and eductor apparatus 41 is comprised of parts, for example jet tube pipes 70 and suction tubes 72 and other equipment. which are duplicated on opposite sides of sea sled 12 (excepted as otherwise noted) and therefore a description of the apparatus on one side of the sled will suffice as a description of both.
  • the upper end of each jet tube 70 inclines upwardly and in an aft direction for connection with fluid lines connected at their opposite end to the tender barge 10 whereby fluid under pressure from tender barge 10 is pumped through tubes 70.
  • Each jet tube 70 is structurally interconnected with the suction tube 72 on the like side of the sled by cross-bracing and carries along its forward edge a plurality ofjet nozzles 82 for ejecting the high pressure fluid flowing into tube 70 from tender barge l0 forwardly of the sled.
  • the jet tubes 70 extend below pontoons 24 a distance approximating the depth of the trench to be dug for the pipeline.
  • the nozzles 82 are spaced vertically along the tubes 70 such that they lie at elevations coincident with and below pontoons 24.
  • Nozzles 82 are also spaced circumferentially about the tubes 70 and incline downwardly such that high pressure fluid flows in a downward direction both forwardly and inwardly to fluidize the sea bottom ahead of the tubes 70 and thereby form a trench between the jet tubes.
  • the eductor apparatus includes the generally circular suction tube 72 which passes through a transition section 84 to form a slurry inlet pipe 86 substantially oblong in cross-section.
  • the lower end of inlet pipe 86 is provided with an inlet 88 opening along the inner side thereof and through which opening large quantities of the slurry produced by the fluidization of the sea bottom enters for transmission through the suction pipe 72.
  • Carried by each oblong inlet pipe section 86 is a roller assemblage 90 comprised of a roller 92 on each of the fore and aft sides of inlet pipe section 86.
  • links 94 Opposite ends of each vertically disposed roller are carried by links 94 which in turn are pivot-ally carried by a shaft 95 previously mounted to a pivot housing 96.
  • Housing 96 is secured to the inlet tube 86.
  • a plurality of gusset plates 98 are also secured to inlet tube 86 and project in fore and aft directions on opposite sides thereof.
  • the ends of the forward gusset plate 98 are also secured to the jet tube 70 to provide further support therefor.
  • the forward and aft gusset plates carry load cells which interact with the pivotally mounted rollers 92 whereby the load exerted on either side of the sled by the pipe line can be determined.
  • the jet nozzle and jet pump for the eductor system on one side of the sled are illustrated in detail.
  • the eductor system includes a jet nozzle generally indicated 100, and a jet pump, generally indicated 102, the latter being disposed within an elbow section 104 of the outlet pipe 72.
  • the jet nozzle 100 is supported by a bracket 106 ex tending upwardly and inwardly from transition section 84 and also by horizontally inwardly extending bracket 108 secured to pipe 72.
  • Bracket 106 supports a water supply pipe 112 for jet nozzle 100.
  • the outer end of bracket 106 terminates in a pair of flanges 110 on opposite sides of the water supply pipe 112.
  • An arcuate bracket 114 having lateral flanges 116 on opposite sides thereof overlies the water supply pipe 112 and bolts 188 cooperate with flanges 110 and 116 to secure supply pipe 112 to the support bracket 106.
  • the forward end of the supply pipe 112 terminates in a nozzle holder 120 which, in turn, supports ajet nozzle 122.
  • Jet pump 102 is comprised of an eductor entry pipe 124 carrying, at its forward end, an eductor nozzle 126.
  • a nozzle attachment 128 encompasses the lower end of the eductor entry pipe 124 and terminates in a flange 130.
  • An annular support 132 is secured about the lower end of the re-entry pipe 124.
  • pump 102 is axially aligned with nozzle 100 and that the nozzle attachment 128 is secured to the wall of elbow section 104 of outlet tube 72 with the re-entry pipe 124 and nozzle 126 oriented to flow fluid axially through a venturi cone 134, an outlet pipe section 136, an eductor outlet cone 138 and a pipe outlet 140.
  • the nozzle 100 and pump 102 on each side of the sled are oriented to discharge fluid from outlet 140 to a like side of the sled on which the corresponding pump and nozzle are associated.
  • Pipe 124 has a plurality of elongated bars 142 disposed longitudinally along its outer surface and at circumferentially spaced positions thereabout whereby pipe 124 is slidably received in nozzle attachment 128.
  • a plurality of spindles 144 threaded at opposite ends interconnect the annular support 132 carried by slidable entry pipe 124 and an annular flange 146 secured to bracket 114 whereby pipe 124 is slidable in opposite directions within nozzle attachment 128 axially toward and away from nozzle 100 to selected axial, distances relative thereto.
  • the gap between the nozzle 100 and pump 102 can be adjusted and this gap spacing bears on the power requirements and resulting suction as hereinbelow amplified.
  • sea sled and eductor system hereof are utilized after the pipeline has been laid along the sea bottom and that it is desirable to locate the pipeline within a trench and cover the trench.
  • the sea sled 12 is ballas'ted and lowered from the tender barge 10 such that the rollers 92 on the port and starboard eductor assemblies straddle the pipeline P as illustrated in FIG. 6.
  • High pressure fluid i.e., sea water
  • the high pressure fluid issuing from jets 82 tends to fluidize the sea bottom directly below the pipeline and in front of sled 12.
  • the sled thus sinks to a depth wherein pontoons 24 rest on the sea bottom on opposite sides of the pipeline.
  • the sled is thus ready to be towed by line 15 connected to the bow of the tender barge.
  • high pressure fluid i.e., sea water
  • jet nozzles are also supplied jet nozzles via suitable conduits from the tender barge 10.
  • Each of nozzles 122 supplies a high pressure low volume fluid flow across the gap or space between it and the inlet to the jet pump 102. That is, the high pressure energy of the fluid flowing through nozzle 100 is dissipated to some extent in the ambient medium while also entraining ambient fluid as the fluid flows from nozzle 122 to jetpump 102.
  • the jet nozzle flow and the entrained fluid pass through pump 102 and pump nozzle 126.
  • the flow issuing from the jet pump 102 causes a suction at the inlet opening 86 of pipe 72 whereby slurry produced by the fluidization of the sea bottom by jet nozzles 82 enters inlet 88 and flows upwardly through pipe sections 86 and 72 for delivery from the outlet pipe on one side of the trench.
  • a preferred embodiment of the present invention provides ajet nozzle having a throat diameter of 1 inch, a jet pump inlet having a diameter of 5% inches and a jet pump throat having a diameter of 3 /2 inches.
  • the eductor pipe 72 is 20 inches in diameter
  • the elbow 104 is 24 inches in diameter with a 45 bend
  • the venturi cone 134 is 16 inches long and provides a transition from a 24 to a 14 inch diamter
  • the outlet pipe section 136 is 7 feet long
  • the eductor outlet cone 138 is 3 feet 10 inches long and forms a transition from 14 to 24 inches in diameter
  • the outlet pipe 140 is 2 feet long with a 24 inch diameter forming the eductor pipe.
  • the jet pump nozzle exit lies axially at a location intermediate the venturi cone.
  • the present invention utilizes and arranges the aforedescribed novel jet nozzle and pump in a manner to advantageously fully utilize such available low volume high pressure water to remove a predetermined quantity of slurry from the trench.
  • a high pressure water jet is necessry to generate the required lifting or suction capacity.
  • utilization of a high pressure water jet to accomplish the desired flow rate would cause severe cavitation problems.
  • the jet nozzle and pump arrangement disclosed herein solves these problems while maintaining desired flow rates and pressures.
  • the sea sled and eductor system hereof is adapted for use with available equipment which provides 200 gallons per minute and 2500 pounds pressure at the operating depth. With this available power. the sea sled can remove over 20,000 gallons per minute of slurry from the trench at a depth of 280 feet.
  • the desired discharge flow rates are achieved. This is illustrated in FIG. 9 wherein the flow rates through the pump, the eductor pipes and the discharge of the eductor pipes are indicated as a function of the gap distance. i.e., the distance between the jet nozzles and the inlets to the jet pumps.
  • the lower curve designated Q indicates the rate of flow of the entrained water through the jet pumps 102, i.e., the combined flow from the jet nozzles and the entrained flow derived therefrom, as a function of gap distance.
  • the intermediate curve designated Q indicates the rate of flow of the slurry through the eductor pipes as a function of gap distance.
  • the uppermost curve Q indicates the total discharge from the outlet pipes as a function of gap distance.
  • the gap between the jet nozzle and the jet pump inlet is preferably located at 12 inches and preferably within a range of 2 to inches depending upon other parameters. i.e., depth of water, nozzle configuration, etc.
  • the foregoing described sea sled has been utilized in actual pipe entrenching and burying operations in the North Sea.
  • the sea sled has entrenched and buried in 360 feet of water 18,000 feet of 34 inch pipeline with a 2 inch concrete coating in a 24 hour period.
  • the sea sled is preferably towed from the bow of the tender barge 10 by a tow line 15 connected to the bow of the sea sled.
  • the fluid lines provide the high pressure fluid from the tender barge to the jets and to the eductor system.
  • the sea sled is towed from a tug which in turn also tows the bury barge.
  • This operation is illustrated in FIG. 1A wherein the tug designated T tows sea sled 12 by a towline 200 while simultaneously towing the bury barge by tow line 202.
  • the tug is thus necessarily in advance of the sea sled and enables the sea sled to be drawn along the sea bottom without significant lifting motion.
  • the tow line 15 or 200 as the case may be for either relatively shallow depth or deep water pipe entrenching and burying operations is formed of a chain weighted to prevent the blow of the sea sled from rising.
  • cable depends from the tender barge or tug as the case may be and heavy chain is attached to the end of the cable adjacent the sea sled.
  • This chain weights the bow of the sea sled and main-- tains it on the sea bottom.
  • a sea sled for use in excavating a trench below a pipeline laid along the sea bottom and for removing the slurry formed by the excavation comprising:
  • a base structure means carried by said base structure for excavating the trench and including a plurality of jet nozzles directed to flow high pressure fluid below the pipeline to fluidize the sea bottom and form a slurry, means and carried by said base structure for removing the slurry including a conduit having an inlet disposed below said base structure and a discharge, a pump nozzle having an inlet external to said conduit and exposed to the ambient fluid, said pump nozzle having an outlet within said conduit for delivery of fluid to said conduit inter mediate said inlet and discharge, a primary nozzle external to said conduit and spaced a predetermined distance from said pump nozzle inlet, and means for supplying fluid under pressure to said primary nozzle, said primary nozzle being disposed to flow the supply fluid toward said pump nozzle inlet across the space therebetween to entrain ambient fluid and deliver the entrained fluid and at least a portion of the supply fluid through the pump nozzle into said conduit whereby the combined flow through said pump nozzle causes slurry to flow through said conduit inlet into said conduit and delivery of the s
  • a sea sled according to claim 1 including means for adjusting the elevation of said excavating means and said conduit inlet relative to said base structure.
  • a sea sled according to claim 1 including guide means depending from said base structure for maintaining said sled in alignment with the pipeline as the trench is excavated, said guide means including rollers for straddling the pipeline.
  • a sea sled according to claim 3 including a frame for supporting said excavating means, said slurry removal means and said guide means, and means for adjusting the elevation of said frame relative to said base structure thereby to adjust the elevation of said jet nozzles, said conduit and said rollers, relative to said base structure.
  • said slurry removal means includes a second conduit having an inlet disposed below said base structure and a discharge, a second pump nozzle carried by said base structure.
  • said second pump nozzle having an inlet external to said second conduit and exposed to the ambient fluid, said second pump nozzle having an outlet within said conduit for delivery of fluid to said second conduit intermediate the inlet and discharge of said second conduit, a second primary nozzle carried by said base structure external to said second conduit and spaced a predetermined distance from said second pump nozzle inlet, means for supplying fluid under pressure to said second primary nozzle, said second primary nozzle being disposed to flow the supply fluid toward said second pump nozzle inlet across the space therebetween to entrain ambient fluid and deliver the entrained fluid and at least a portion of the supply fluid through said second pump nozzle into said second conduit whereby the combined flow through said second pump nozzle causes slurry to flow through said second conduit inlet into said second conduit and delivery of the slurry, the supply fluid portion, and entrained fluid to the second
  • a sea sled according to claim 5 including guide means carried by said base structure for maintaining said sled in alignment with the pipeline as the trench is excavated and including rollers for straddling the pipeline, a frame for supporting said excavating means, said slurry removal means and said guide means, and means for adjusting the elevation of said frame relative to said base structure thereby to adjust the elevation of said nozzles, said conduit inlets and said rollers relative to said base structure.
  • each of said conduit inlets has an aperture opening in a lateral inward direction with said apertures lying in substantial lateral registry one with the other.
  • a sea sled according to claim 5 including guide means carried by said base structure for maintaining said sled in alignment with the pipeline as the trench is excavated and including at least a roller each carried by said conduits for straddling the pipeline, each of said rollers lying inwardly of the conduit carrying said roller for engagement with said pipeline, said conduit inlets being comprised of inwardly directed openings in substantial lateral opposition to one another.
  • a sea sled according to claim 5 wherein said base structure includes a pair of pontoons spaced laterally one from the other, guide means carried by said base structure for maintaining said sled in alignment with the pipeline as the trench is excavated and including rollers for straddling the pipeline, a frame for supporting said excavating means, said slurry removal means. and said rollers between said pontoons, and means for ballasting and deballasting said pontoons.
  • each of said primary nozzles is spaced from the corresponding pump nozzle inlet a distance within a range of about 2 to 30 inches.
  • a sea sled according to claim 11 including means mounting each of said primary nozzles for movement into selected positions relative to the corresponding pump nozzle inlets whereby the spacing therebetween is adjustable.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Jet Pumps And Other Pumps (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Sampling And Sample Adjustment (AREA)
  • Filtration Of Liquid (AREA)
  • Treatment Of Sludge (AREA)
US413378A 1973-11-06 1973-11-06 Sea sled for entrenching and pipe burying operations Expired - Lifetime US3877238A (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
US413378A US3877238A (en) 1973-11-06 1973-11-06 Sea sled for entrenching and pipe burying operations
AU75015/74A AU498789B2 (en) 1973-11-06 1974-11-04 Underwater trenching apparatus
GB47842/74A GB1483412A (en) 1973-11-06 1974-11-05 Apparatus for making a trench in a sea bottom
NO743977A NO140995C (no) 1973-11-06 1974-11-05 Anordninger ved avloepsystem for bruk ved fjerning av slam fra et sjoebunnomraade
DK579874A DK579874A (de) 1973-11-06 1974-11-06
DE2452726A DE2452726C3 (de) 1973-11-06 1974-11-06 Vorrichtung zum Ausheben von Gräben im Meeresgrund
NL7414468A NL7414468A (nl) 1973-11-06 1974-11-06 Afvoerinrichting voor slib en dergelijk materi- aal, alsmede sleevormig gereedschap voor het in een groef begraven van een onderzeese pijplei-
SE7413955A SE419353B (sv) 1973-11-06 1974-11-06 Anordning for framstellning av ett dike pa havsbottnen

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Application Number Priority Date Filing Date Title
US413378A US3877238A (en) 1973-11-06 1973-11-06 Sea sled for entrenching and pipe burying operations

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US53953075A Division 1975-01-08 1975-01-08

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US3877238A true US3877238A (en) 1975-04-15

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US413378A Expired - Lifetime US3877238A (en) 1973-11-06 1973-11-06 Sea sled for entrenching and pipe burying operations

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US (1) US3877238A (de)
AU (1) AU498789B2 (de)
DE (1) DE2452726C3 (de)
DK (1) DK579874A (de)
GB (1) GB1483412A (de)
NL (1) NL7414468A (de)
NO (1) NO140995C (de)
SE (1) SE419353B (de)

Cited By (19)

* Cited by examiner, † Cited by third party
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US4041717A (en) * 1976-07-21 1977-08-16 J. Ray Mcdermott & Co., Inc. Sand shield jet sled
US4112695A (en) * 1977-02-28 1978-09-12 Santa Fe International Corp. Sea sled for entrenching pipe
US4165571A (en) * 1975-01-08 1979-08-28 Santa Fe International Corporation Sea sled with jet pump for underwater trenching and slurry removal
US4301606A (en) * 1978-07-31 1981-11-24 Netherlands Offshore Co. Apparatus for excavating a trench underneath a pipeline installed on the sea bottom
US4330225A (en) * 1979-09-24 1982-05-18 Santa Fe International Corporation System for entrenching submerged elongated structures
US4470720A (en) * 1981-09-28 1984-09-11 Eddie Lennard Underwater trenching & pipelaying apparatus
AU710165B2 (en) * 1996-09-18 1999-09-16 Agr Group As Dredging apparatus
US6322327B1 (en) * 2000-01-13 2001-11-27 Walker-Dawson Interests, Inc. Jet pump for transfer of material
US20030121182A1 (en) * 2000-04-05 2003-07-03 Tom Jacobsen Method and device for subsea dredging
US20040011749A1 (en) * 2002-07-19 2004-01-22 Hutchinson Robert J. Apparatus and methods for separating slurried material
US20040013534A1 (en) * 2002-07-19 2004-01-22 Hutchinson Robert J. Recirculating jet pump and method of moving material
US6860042B2 (en) 2002-07-19 2005-03-01 Walker-Dawson Interests, Inc. Excavation system employing a jet pump
US6874261B2 (en) * 1994-04-07 2005-04-05 Van Oord N.V. Method for treating an underwater bed
US6966132B1 (en) * 1999-11-03 2005-11-22 Gto Subsea As Method and device for moving subsea rocks and sediments
US7676965B1 (en) * 2006-02-09 2010-03-16 Guardair Corporation Air powered vacuum apparatus
US20100129158A1 (en) * 2008-04-30 2010-05-27 Antill Sr Marvin J Underwater trenching apparatus
US20110009782A1 (en) * 2009-07-07 2011-01-13 Naya Touch, Inc. Dermal roller with therapeutic microstructures
US7901191B1 (en) 2005-04-07 2011-03-08 Parker Hannifan Corporation Enclosure with fluid inducement chamber
SE1751371A1 (sv) * 2017-11-06 2019-05-07 Sea Craft Support Jerry Edvardsson Metod för att täcka över ett vrak på en bottenyta

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US4037422A (en) * 1975-09-04 1977-07-26 J. Ray Mcdermott & Co. Inc. Articulated jet sled

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US3137997A (en) * 1961-07-06 1964-06-23 Kaminstein Bernard Hydrojet propulsion apparatus
US3368358A (en) * 1965-07-19 1968-02-13 Hartwell A. Elliott Trenching machine
US3786642A (en) * 1972-05-16 1974-01-22 Brown & Root Method and apparatus for entrenching submerged elongate structures

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US2044088A (en) * 1933-12-11 1936-06-16 U S Submarine Motorship Dredge Hydraulic material elevator
US3137997A (en) * 1961-07-06 1964-06-23 Kaminstein Bernard Hydrojet propulsion apparatus
US3368358A (en) * 1965-07-19 1968-02-13 Hartwell A. Elliott Trenching machine
US3786642A (en) * 1972-05-16 1974-01-22 Brown & Root Method and apparatus for entrenching submerged elongate structures

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4165571A (en) * 1975-01-08 1979-08-28 Santa Fe International Corporation Sea sled with jet pump for underwater trenching and slurry removal
US4041717A (en) * 1976-07-21 1977-08-16 J. Ray Mcdermott & Co., Inc. Sand shield jet sled
US4112695A (en) * 1977-02-28 1978-09-12 Santa Fe International Corp. Sea sled for entrenching pipe
US4301606A (en) * 1978-07-31 1981-11-24 Netherlands Offshore Co. Apparatus for excavating a trench underneath a pipeline installed on the sea bottom
US4330225A (en) * 1979-09-24 1982-05-18 Santa Fe International Corporation System for entrenching submerged elongated structures
US4470720A (en) * 1981-09-28 1984-09-11 Eddie Lennard Underwater trenching & pipelaying apparatus
US6874261B2 (en) * 1994-04-07 2005-04-05 Van Oord N.V. Method for treating an underwater bed
AU710165B2 (en) * 1996-09-18 1999-09-16 Agr Group As Dredging apparatus
US6966132B1 (en) * 1999-11-03 2005-11-22 Gto Subsea As Method and device for moving subsea rocks and sediments
US6322327B1 (en) * 2000-01-13 2001-11-27 Walker-Dawson Interests, Inc. Jet pump for transfer of material
US6450775B1 (en) 2000-01-13 2002-09-17 Walker-Dawson Interests, Inc. Jet pumps and methods employing the same
US20030121182A1 (en) * 2000-04-05 2003-07-03 Tom Jacobsen Method and device for subsea dredging
US6817837B2 (en) 2002-07-19 2004-11-16 Walker-Dawson Interest, Inc. Jet pump with recirculating motive fluid
US6860042B2 (en) 2002-07-19 2005-03-01 Walker-Dawson Interests, Inc. Excavation system employing a jet pump
US20040013534A1 (en) * 2002-07-19 2004-01-22 Hutchinson Robert J. Recirculating jet pump and method of moving material
US6911145B2 (en) 2002-07-19 2005-06-28 Walker-Dawson Interests, Inc. Apparatus and methods for separating slurried material
US20050205497A1 (en) * 2002-07-19 2005-09-22 Hutchinson Robert J Apparatus and methods for separating slurried material
US20040011749A1 (en) * 2002-07-19 2004-01-22 Hutchinson Robert J. Apparatus and methods for separating slurried material
US7045068B2 (en) 2002-07-19 2006-05-16 Walker-Dawson Interests, Inc. Apparatus and methods for separating slurried material
US7901191B1 (en) 2005-04-07 2011-03-08 Parker Hannifan Corporation Enclosure with fluid inducement chamber
US7676965B1 (en) * 2006-02-09 2010-03-16 Guardair Corporation Air powered vacuum apparatus
US20100129158A1 (en) * 2008-04-30 2010-05-27 Antill Sr Marvin J Underwater trenching apparatus
US8083437B2 (en) * 2008-04-30 2011-12-27 Antill Pipeline Construction Co., Inc. Underwater trenching apparatus
US20110009782A1 (en) * 2009-07-07 2011-01-13 Naya Touch, Inc. Dermal roller with therapeutic microstructures
SE1751371A1 (sv) * 2017-11-06 2019-05-07 Sea Craft Support Jerry Edvardsson Metod för att täcka över ett vrak på en bottenyta

Also Published As

Publication number Publication date
GB1483412A (en) 1977-08-17
NO743977L (de) 1975-06-02
SE7413955L (de) 1975-05-07
DK579874A (de) 1975-07-07
AU498789B2 (en) 1979-03-22
NL7414468A (nl) 1975-05-09
NO140995C (no) 1979-12-19
NO140995B (no) 1979-09-10
SE419353B (sv) 1981-07-27
DE2452726C3 (de) 1979-06-13
AU7501574A (en) 1976-05-06
DE2452726A1 (de) 1975-05-15
DE2452726B2 (de) 1978-10-12

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