EP3071756A2 - Procédé et appareil pour la réalisation d'enquêtes d'évaluation d'enfouissement - Google Patents

Procédé et appareil pour la réalisation d'enquêtes d'évaluation d'enfouissement

Info

Publication number
EP3071756A2
EP3071756A2 EP14798923.0A EP14798923A EP3071756A2 EP 3071756 A2 EP3071756 A2 EP 3071756A2 EP 14798923 A EP14798923 A EP 14798923A EP 3071756 A2 EP3071756 A2 EP 3071756A2
Authority
EP
European Patent Office
Prior art keywords
plow
bas
moldboards
trench
chassis
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP14798923.0A
Other languages
German (de)
English (en)
Inventor
Michael W.N. Wilson
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Oceaneering International Services Ltd
Original Assignee
Wn Wilson Michael
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from US14/083,095 external-priority patent/US9422690B2/en
Application filed by Wn Wilson Michael filed Critical Wn Wilson Michael
Publication of EP3071756A2 publication Critical patent/EP3071756A2/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • 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
    • E02F5/106—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 ploughs, coulters, rippers
    • 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
    • E02F5/12—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches
    • E02F5/125—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches underwater
    • 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
    • E02F5/14—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids
    • E02F5/145—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids control and indicating devices
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/003—Devices for transporting the soil-shifting machines or excavators, e.g. by pushing them or by hitching them to a tractor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/26—Indicating devices
    • E02F9/264—Sensors and their calibration for indicating the position of the work tool

Definitions

  • This invention relates generally to the offshore laying of pipe and cable and more particularly concerns equipment used in the preparation and trenching of the seabed to receive the pipe or cable and in the backfilling of the trench once the pipe or cable has been laid.
  • Present pipe laying methods include a few basic seabed trenching tasks performed using long-accepted, time-consuming, budget-eating practices and equipment.
  • boulders on, or partially buried in, the intended pipeline path One problem is that sometimes, before trenching can begin, it may be necessary to clear the seabed of boulders on, or partially buried in, the intended pipeline path.
  • boulder removal process involves dragging the boulders, one at a time, at cables-end from a transport/towing vessel. In some boulder fields, this can be a lengthy and tedious process. It always requires one or more divers, a remotely operated vehicle (ROV), or other boulder handling mechanisms to connect the cable to the boulder.
  • ROV remotely operated vehicle
  • a trench cutting plow When the time for trench cutting arrives, a trench cutting plow must be lowered to the seabed.
  • Launching a trench cutting plow typically requires a large vessel carrying a crane and supporting equipment to lift the plow from the vessel, to swing the plow clear of the deck and to lower the plow into the sea.
  • retrieval of the trench cutting plow from the seabed to its storage area on the towing vessel again requires use of the crane and supporting equipment.
  • known trench cutting plows In operation on the seabed, known trench cutting plows have additional problems. For example, many require skids which straddle the width of the trench being cut, so the number of possible passes that can be made and the depth of the trench that can be cut is limited.
  • Typical known backfill plows have chasses with front skids which travel in the trench and straddle the pipeline, followed by moldboards which are angled forwardly and away from the chassis to collect the spoil in their path and deposit it in the trench to the sides of the pipeline. Since the skids ride in the trench in close proximity to the pipeline, there is significant risk that contact with the skids will compromise the integrity of the pipe. Also, since the mixture of seawater and spoil, which is more dense than the hollow pipe, is pushed by the moldboards to the outer limits of the trench and discharged to the sides of the pipe, there is a significant risk that, as the spoil settles, the pipe will "float," resulting in inadequate burial of the pipeline.
  • Much of the seabed trenching task equipment and operating methods are, in terms of time and money, very inefficient and beg for improvement. But the inadequacy of the individual plows and their operating methods is dwarfed by the need for a large, heavily equipped vessel to transport, launch and retrieve these plows instead of a much smaller vessel which could otherwise be used for operating purposes.
  • the cost of known trench cutting and backfill plows is in a range of $8,000,000 each.
  • the cost of the transport/towing vessel with the crane and supporting equipment is in a range of $500,000,000.
  • the rental fee for the vessel and plows ranges from $150,000 to $600,000 per day.
  • This invention may also be adapted to relate generally to the burial of offshore pipelines and cables and more particularly to the performance of burial assessment surveys at offshore pipeline and cable sites.
  • BAS burial assessment survey
  • knife-type cutting plows are instrumented to provide some trench center line data, but the linear data collected is insufficient to support a V-trench wide analysis. Furthermore, in this linear approach, the full time required to trace the path centerline is lengthy and generally serves no other purpose than to collect limited linear data. And the disruption of the sea bed by the knife-type cut remains when the trace is completed.
  • an object of this invention to provide a method and apparatus useful in the performance of burial assessment surveys. It is also an object of this invention to provide a BAS method and apparatus capable of producing continuous streams of data descriptive of the V-trench cross-sections of possible pipeline or cable paths. It is a further object of this invention to provide a BAS method and apparatus capable of reducing the total time required for combined BAS and actual pipeline or cable V-trench cutting processes. Another object of this invention is to provide a BAS method and apparatus useable in the performance of burial assessment surveys without leaving a disrupted seabed when the trace is completed.
  • a seabed-plow chassis in which an elongated member is adapted for mounting a skid on one of its ends to support that end above the seabed and is adapted for mounting one or more tools on its other end to perform a variety of seabed trenching tasks.
  • the tool In a first mode of operation in which the chassis is a part of a boulder clearing plow, the tool consists of moldboards for clearing boulders which are initially pushed by the skid outward of the path traveled by the skid further outward from the path as the skid leads the moldboards along the seabed.
  • the tool In a second mode of operation in which the chassis is a part of a trench cutting plow, the tool consists of a plow share and moldboards for sequentially cutting and moving spoil to create a trench as the skid leads the plow share and moldboards along the seabed.
  • the tool In a third mode of operation in which the chassis is a part of a backfill plow, the tool consists of a blade and moldboards which cooperate as the blade and moldboards lead the skid along the seabed to sequentially collect, funnel inward and release downward into the trench spoil lying outside of the trench.
  • Different chasses can be adapted to accommodate each of the modes or the same chassis can be adapted to interconnect any of the tools with the skid according to the desired mode of operation.
  • the elongated member of the chassis may have one or more permanent transition surfaces or one or more attachments providing transition surfaces.
  • the transition surfaces are configured to extend between the skid and the various tools which may be mounted on the chassis.
  • the transition surface contours are shaped and located so that the appropriate transition surface makes contact with and pivots about a fulcrum on the stern of a plow transporting/towing vessel as the plow crosses that fulcrum during its release from the vessel into the sea and during its retrieval from the sea onto the vessel.
  • the shapes and locations of the transition surfaces and the weight of the elongated member are coordinated so as to resist roll of the chassis about a transition axis as the plow moves on the deck or across the fulcrum.
  • the vertical longitudinal cross-sections of the transition surfaces are concave
  • the fulcrum is a roller
  • the paths defined by continuous symmetrically opposite points of the transition surfaces are contoured to maintain contact with the roller as the plow crosses the roller.
  • a first transition surface is configured to extend between the skid and the tool in the first/boulder clearing and third/backfill modes and a second transition surface is configured to extend between the skid and the tool in the second/trench cutting mode.
  • the plow For clearing boulders from a seabed, the plow includes the chassis, a skid mounted on and supporting one end of the chassis above the seabed and moldboards mounted on and oriented in angular relationship to the other end of the chassis.
  • the trailing moldboards clear boulders initially pushed outwardly by the leading skid further outward as the skid leads the moldboards along the seabed.
  • a head is mounted on a leading end of the skid.
  • the head has leading faces angled rearward from a vertical, longitudinal center plane of the skid and tapered rearward from its top edges, enabling the head to torque boulders partially buried in the seabed away from the skid.
  • the chassis transition surface extends between the skid and the moldboards and is contoured to maintain contact with and pivot about the fulcrum/roller on the stern of the vessel as the plow crosses the fulcrum during launch and recovery.
  • the boulder clearing plow may also include keel plates, at least one keel plate extending under each moldboard.
  • the heel plates' primary function is to ensure the lateral stability of the plow during operation by resisting departure of the plow from its intended path even when the plow encounters seabed obstructions or uneven amounts of spoil.
  • the plow components are, in weight and in their contact surfaces with the fulcrum, coordinated to resist roll of the plow about a launch and recovery transition axis of the boulder clearing plow.
  • Pulling points for connection of a pulling line to the boulder clearing plow are symmetrically arranged in relation to the longitudinal axis of the chassis and are displaced from the bottom of the boulder clearing plow by a height less than a radius of the vessel roller to facilitate passage of the plow contact surface over the vessel roller.
  • the method of clearing boulders from a path on the seabed includes the steps of positioning the plow bow-forward in the direction of an initial seabed path and then propelling the plow along the initial seabed path to push boulders lying in the initial seabed path to the port and starboard sides of the plow. After the initial path is cleared the method continues, if a wider path is necessary, with the step of repositioning the plow bow-forward in a direction opposite the initial seabed path direction and on a second seabed path along one of the port and starboard sides of the initial seabed path.
  • the method continues with the step of propelling the plow along the second seabed path to push boulders from the second seabed path further to one of the starboard and port sides of the plow, respectively.
  • the method continues, if an even wider path is necessary, with the step of repositioning the plow bow-forward in the direction of the initial seabed path and on a third seabed path along the other of the starboard and port sides of the initial seabed path.
  • the method continues with the step of propelling the plow along the third seabed path to push boulders from the third seabed path further to the other of the starboard and port sides of the plow, respectively.
  • the method can further include repeating the above widening steps in relation to the path resulting from the contiguity of the initial, second and third paths.
  • the method anticipates repeating these steps for successively contiguous paths until a single path of desired width has been cleared along the seabed.
  • the method of clearing boulders from the seabed path is preceded by the steps of propelling the plow on the deck of the vessel toward and across the fulcrum on the stern of the vessel, allowing the plow to rotate about the fulcrum as the plow crosses the fulcrum and is released from the fulcrum into the sea and lowering the released plow at tow-line end toward the seabed.
  • the method of clearing boulders from the seabed path is followed by the steps of raising the plow at tow-line end toward the fulcrum on the stern of the vessel at the other end of the tow line and pulling the plow across the fulcrum onto the deck of the vessel.
  • the plow For backfilling spoil into a seabed trench, the plow includes the chassis, a skid supporting the aft end of the chassis above the seabed, moldboards mounted on the chassis forward of the skid and a blade mounted on and spanning the bottom edges of the moldboards.
  • the blade collects the spoil in its path as the plow travels forward on the seabed.
  • the moldboards are sized and oriented to span the trench and funnel the collected spoil toward the center of the blade as the plow travels forward on the seabed.
  • the blade has a passage at its rear apex which is configured to dispense the collected and funneled spoil onto the top of a pipe disposed in the trench below the passage.
  • the backfill plow further includes a flapper board aft of the passage which fragments spoil discharged through the passage.
  • the flapper board consists of a plate swinging below a horizontal shaft with a weight biasing the plate toward a vertical orientation.
  • the skid is configured to straddle the trench and includes a crossbar mounted on the rear end of the chassis, a pair of skid posts, one on each end of the crossbar, and a pair of skis, one on the bottom of each post.
  • the front surface of the crossbar may be adapted to the level spoil which has been discharged into the trench.
  • the backfill plow may also include at least two keel plates spaced apart under the blade.
  • the primary function of the keel plates is to ensure the lateral stability of the plow during operation by resisting departure of the backfill plow from its intended path even when the plow encounters seabed obstructions or uneven amounts of spoil.
  • the plow has at least one transition surface between the skid and the moldboards which is contoured to contact and pivot about the fulcrum on the stern of a vessel as the backfill plow crosses the fulcrum during launch and retrieval of the backfill plow from and to the vessel.
  • the plow components are, in weight and in contact surfaces with the fulcrum, coordinated to resist roll of the backfill plow about the transition axis of the plow.
  • Pulling points for connection of a pulling line to the backfill plow are symmetrically arranged in relation to the longitudinal axis of the chassis and are displaced from the bottom of the backfill plow by a height less than the radius of the roller to facilitate passage of the plow contact surfaces over the roller.
  • the method of backfilling spoil into a seabed trench includes the steps of propelling the blade to travel forward on the seabed and collect spoil along the sides of the trench, funneling the collected spoil toward a rear apex of the blade and allowing the funneled spoil to be discharged through an opening in the blade apex and onto a top surface of a pipe disposed in the trench.
  • the method may further include one or both of the steps of fragmenting the discharged spoil before the discharged spoil reaches the pipe and/or leveling the spoil after it is discharged into the trench.
  • the method of backfilling spoil into the trench is preceded by the steps of propelling the backfill plow on the deck of the vessel toward and across the fulcrum on the stern of the vessel, allowing the backfill plow to rotate about the fulcrum as the plow crosses the fulcrum and is released from the fulcrum into the sea and lowering the released plow at tow-line end to the seabed.
  • the method of backfilling spoil into the trench can be followed by the steps of raising the backfill plow at tow-line end toward the fulcrum on the stern of the vessel at the other end of the tow line and pulling the plow across the fulcrum onto the deck of the vessel.
  • a new BAS apparatus and method which will continuously collect data along the entire linear route of the pipeline or cable path. Each path is traced by the new BAS apparatus in the same manner that a typical anchor-type trench cutting plow will travel the pipeline or cable trenching path during the laying process.
  • the BAS plow has a chassis, a skid mounted on the leading end of the chassis, an anchor-type plow share mounted proximate a trailing end of the chassis and a bottle aligned parallel to and mounted for simultaneous motion with the chassis.
  • the bottle contains instrumentation suited to acquiring electronic logging data indicative of the pitch, roll, heading, yaw, speed and depth of the chassis.
  • a sensor mounted on the tip of the plow share acquires data indicative of the shearing force applied by the plow share to the seabed. The sensor provides a continuous readout of the acquired data.
  • Additional load cells mounted on the skid provide data indicative of the tow force applied to the skid.
  • the bottle can be mounted externally on or internally within the chassis.
  • a T-shaped extension has a leg mounted on and extending rearward from the trailing end of the chassis and arms extending outward from a trailing end of the leg. Moldboards extend outward and forward from the distal ends of the arms. The bottom surfaces of the leg, arms and moldboards are in a common plane. The elevation of the moldboards in relation to the arms is adjustable.
  • a T-shaped extension has a leg mounted on and extending rearward and upward from the trailing end of the chassis and arms extending outward and downward from a trailing end of the leg.
  • the moldboards extend forward from distal ends of the arms.
  • the bottom surfaces of the leg and the arms defining an arch between the moldboards. The elevation of the moldboards in relation to the arms is adjustable.
  • the bottle instrumentation includes a gyro measuring the pitch, roll, heading, yaw and speed of the plow.
  • the bottle can be swapped to collect the acquired data or a data transmission umbilical can be used to provide a real time stream of data.
  • a hydro- acoustic link could also be used.
  • the BAS method of performing burial assessment surveys (BAS) along offshore pipeline and cable paths includes the simultaneous steps of creating a V-shaped trench and continuously acquiring BAS data along the trench being created.
  • the V-shaped trench is created by towing a BAS plow with an anchor-type plow share on the seabed.
  • Data is continuously acquired by towing the BAS plow with the bottle which contains instruments adapted to collect selected types of BAS data. Such data may include the plow speed, the trench depth, the pitch and roll of the plow, the heading and yaw and the three dimensional positioning of the plow.
  • Data is also continuously acquired by towing the BAS plow with a sensor, adapted to collect selected other types of BAS data, mounted on the tip of the plow share. Such other data may include the tip resistance of the plow share.
  • Data may further be continuously acquired by towing the BAS plow with load cells located to monitor the tow tension and/or and tow force applied to the plow.
  • the Bas plow may further perform the simultaneous step of backfilling the created trench.
  • Backfilling may be accomplished by towing the BAS plow with the moldboards extending outward and forward from the trailing end of the chassis extension to collect and deposit spoil into the created trench.
  • the moldboards may be connected to the BAS plow either by the straight T-shaped extension with which the bottom surfaces of the extension and the moldboards are in a common plane to permit the deposit of spoil and boulders to the top of the created trench or the angled T-shaped extension with an arch between the moldboards to permit the deposit of spoil and boulders to extend above the created trench.
  • the method contemplates laying a pipeline, cable or umbilical in the BAS trench or deepening and widening the created V-shaped BAS trench by at least one additional trench cutting pass and laying the pipeline, cable or umbilical in the deepened and widened trench.
  • the BAS plow can be released from the deck of a towing vessel by propelling the plow on the deck of the vessel toward and across a fulcrum on the stern of the vessel, allowing the plow to rotate about the fulcrum as the plow crosses the fulcrum and is released from the fulcrum into the sea and lowering the released plow at tow-line end toward the seabed.
  • the BAS plow can be retrieved to the deck of the towing vessel by raising the plow at tow-line end toward the fulcrum on the stern of the vessel at the other end of the tow line and pulling the plow across the fulcrum onto the deck of the vessel.
  • Figure 1 is a top, left, rear perspective view illustrating a chassis adapted for use in any of boulder clearing, trench cutting and backfill modes;
  • FIG 2 is a bottom, right, front perspective view of the chassis of Figure 1;
  • Figure 3 is a side elevation view of the chassis of Figure 1;
  • FIG 4 is a top plan view of the chassis of Figure 1;
  • Figure 5 is a bottom plan view of the chassis of Figure 1;
  • Figure 6 is a top, left, front perspective view of a transition attachment for use with the chassis of Figure 1;
  • Figure 7 is a bottom, left, front perspective view of the transition attachment of Figure 6;
  • Figure 8 is a top plan view of the transition attachment of Figure 6;
  • Figure 9 is a side elevation view of the transition attachment of Figure 6;
  • Figure 10 is a top, left, front perspective view illustrating a skid configured for use in the boulder clearing mode and the first pass of a plow in trench cutting plow mode;
  • Figure 11 is a top, left, front perspective view illustrating a crossbeam usable to convert two skids as seen in Figure 10 into a skid configured for use in the backfill plow mode;
  • Figure 12 is a front elevation view illustrating a skid configured for use in the second and subsequent passes of a plow in the trench cutting plow mode;
  • Figure 13 is a top, right, rear perspective view illustrating the chassis of Figure 1 used in the boulder clearing plow mode;
  • Figure 14 is a bottom, right, front perspective view of the boulder clearing plow of Figure 13;
  • Figure 15 is a top plan view of the boulder clearing plow of Figure 13;
  • Figure 16 is a side elevation view of the boulder clearing plow of Figure 13;
  • Figure 17 is a front elevation view of the boulder clearing plow of Figure 13;
  • Figure 18 is a top, left rear perspective view of a typical keel plate for use with the boulder clearing plow of Figure 13 and the backfill plow of Figure 37;
  • Figure 19 is a side elevation view of the boulder clearing plow of Figure 13 during release from/retrieval to a vessel with the plow skid pivoting on the stern of a vessel;
  • Figure 20 is a side elevation view of the boulder clearing plow of Figure 13 during release from/retrieval to a vessel with the plow chassis angled portion pivoting on the stern of a vessel;
  • Figure 21 is a side elevation view of the boulder clearing plow of Figure 13 during release from/retrieval to a vessel with the plow transition attachment pivoting on the stern of a vessel;
  • Figure 22 is a side elevation view of the boulder clearing plow of Figure 13 during release from/retrieval to a vessel with the plow keel plates pivoting on the stern of a vessel;
  • Figure 23 is a top plan view illustrating the boulder clearing plow of Figure 13 positioned to clear a path through a field of boulders;
  • Figure 24 is a graphic representation of a typical boulder clearance route pattern of the boulder clearing plow of Figure 13;
  • Figure 25 is a side elevation view of the boulder clearing plow of Figure 13 in operation
  • Figure 26 is a top, left, rear perspective view illustrating the chassis of Figure 1 used in the trench cutting plow mode;
  • Figure 27 is a top plan view of the trench cutting plow of Figure 26;
  • Figure 28 is a side elevation view of the trench cutting plow of Figure 26;
  • Figure 29 is a front elevation view of the trench cutting plow of Figure 26;
  • Figure 30 is a top, left, front perspective view of a detachable share for use with the trench cutting plow of Figure 26;
  • Figure 31 is a bottom, right, rear perspective view of the detachable share of Figure 30;
  • Figure 32 is a vertical, longitudinal, center cross-sectional view of the detachable share of Figure 30;
  • Figure 33 is a side elevation view of the trench cutting plow of Figure 26 during release from/retrieval to a vessel with the skid post passing over the stern of a vessel;
  • Figure 34 is a side elevation view of the trench cutting plow of Figure 26 during release from/retrieval to a vessel with the chassis angled portion passing over the stern of a vessel;
  • Figure 35 is a side elevation view of the trench cutting plow of Figure 26 during release from/retrieval to a vessel with the chassis transition surface and share attachment plates passing over the stern of a vessel;
  • Figure 36 is a side elevation view of the trench cutting plow of Figure 26 during release from/retrieval to a vessel with the moldboards passing over the stern of a vessel;
  • Figure 37 is a top, left, front perspective view illustrating the chassis of Figure 1 used in the backfill plow mode;
  • Figure 38 is a top plan view of the backfill plow of Figure 37;
  • Figure 39 is a side elevation view of the backfill plow of Figure 37;
  • Figure 40 is a front elevation view of the backfill plow of Figure 37;
  • Figure 41 is a top, left, rear perspective view illustrating a spoil collecting blade for use with the backfill plow of Figure 37;
  • Figure 42 is a top, right, rear perspective view illustrating a flapper board for use with the backfill plow of Figure 37;
  • Figure 43 is a side elevation view of the backfill plow of Figure 37 during release from/retrieval to a vessel with the plow skid pivoting on the stern of a vessel;
  • Figure 44 is a side elevation view of the backfill plow of Figure 37 during release from/retrieval to a vessel with the chassis angled portion pivoting on the stern of a vessel;
  • Figure 45 is a side elevation view of the backfill plow of Figure 37 during release from/retrieval to a vessel with the plow transition attachment pivoting on the stern of a vessel;
  • Figure 46 is a side elevation view of the backfill plow of Figure 37 during release from/retrieval to a vessel with the plow keel plates pivoting on the stern of a vessel.
  • Figure 47 is a top plan view of the backfill plow of Figure 37 in operation
  • Figure 48 is a side elevation view of the backfill plow of Figure 37 in operation;
  • Figure 49 is a top plan view illustrating the boulder clearing plow of Figure 13 positioned to backfill a wide trench on a typical wide trench backfill route pattern;
  • Figure 50 is a side elevation view illustrating a plow suspended below the stern roller of a vessel.
  • Figure 51 is a top, right, front perspective view of an externally mounted instrumented bottle embodiment of a BAS plow having no moldboards;
  • Figure 52 is a front elevation view of a the BAS plow of Figure 51;
  • Figure 53 is a side elevation view of a the BAS plow of Figure 51;
  • Figure 54 is a top, left, rear perspective view of the BAS plow of Figure 51;
  • Figure 55 is a top plan view of a the BAS plow of Figure 51;
  • Figure 56 is a top, right, front perspective view of an externally mounted instrumented bottle embodiment of a BAS plow with moldboards mounted on a straight extension;
  • Figure 57 is a front elevation view of a the BAS plow of Figure 56;
  • Figure 58 is a side elevation view of a the BAS plow of Figure 56;
  • Figure 59 is a top, left, rear perspective view of the BAS plow of Figure 56;
  • Figure 60 is a top plan view of a the BAS plow of Figure 56;
  • Figure 61 is a top, right, front perspective view of an externally mounted instrumented bottle embodiment of a BAS plow with moldboards mounted on an angled extension;
  • Figure 62 is a front elevation view of a the BAS plow of Figure 61;
  • Figure 63 is a side elevation view of a the BAS plow of Figure 61;
  • Figure 64 is a top, left, rear perspective view of the BAS plow of Figure 61;
  • Figure 65 is a top plan view of a the BAS plow of Figure 61;
  • Figure 66 is a top, right, front perspective view of an internally mounted instrumented bottle embodiment of a BAS plow without boulder clearance boards;
  • Figure 67 is a front elevation view of a the BAS plow of Figure 66;
  • Figure 68 is a side elevation view of a the BAS plow of Figure 66;
  • Figure 69 is a top, left, rear perspective view of the BAS plow of Figure 66;
  • Figure 70 is a top plan view of a the BAS plow of Figure 66;
  • Figure 71 is a trenching profile created by the BAS plow of Figure 51;
  • Figure 72 is a trenching profile created by the BAS plow of Figure 56;
  • Figure 73 is a trenching profile created by the BAS plows of Figures 61 and 66;
  • Figure 74 is a schematic diagram illustrating the operation of the plow share tip sensor;
  • Figure 75 is a schematic diagram illustrating the contents and operation of the instrumented bottle
  • Figure 76 is a side elevation view of a first/fifth sequential pivot of a BAS plow in release/retrieval from/to a vessel to//from the sea;
  • Figure 77 is a side elevation view of a second/fourth sequential pivot of a BAS plow in release/retrieval from/to a vessel to//from the sea;
  • Figure 78 is a side elevation view of a third sequential pivot of a BAS plow in release/retrieval from/to a vessel to//from the sea;
  • Figure 79 is a side elevation view of a fourth/second sequential pivot of a BAS plow in release/retrieval from/to a vessel to//from the sea;
  • Figure 80 is a side elevation view of a fifth/first sequential pivot of a BAS plow in release/retrieval from/to a vessel to//from the sea.
  • a seabed-plow chassis 10 for use as a component of various seabed plows has an elongated member 1 1 adapted for mounting a skid on one of its ends 13 and one or more tools on its other end 15.
  • the chassis 10 is used in a first mode of operation as part of a boulder clearing plow 100.
  • boulders B on or partially buried in the seabed are initially pushed by the skid 40 outward of the path P traveled by the skid 40.
  • the tool includes moldboards 90 which push the boulders B initially pushed away by the skid 40 and other boulders B in the path of the moldboards 90 further outward as the skid 40 leads the moldboards 90 along the seabed S.
  • the chassis 10 is used in a second mode of operation as part of a trench cutting plow 200.
  • the tool includes a plow share 210 and moldboards 90 which sequentially cut and move spoil M to create a trench T as the skid 40 leads the plow share 210 and the moldboards 90 along the seabed S.
  • the chassis 10 is used in a third mode of operation as part of a backfill plow 300.
  • the tool includes a blade 310 and moldboards 90 which cooperate, as the blade 310 and moldboards 90 lead the skid 40 along the seabed S, to sequentially collect spoil M lying outside of the trench, funnel the collected spoil M inward, and release the funneled spoil M downward into the trench T.
  • the chassis 10 is uniquely configured to facilitate over-the- stern launch and retrieval of a plow 100, 200 or 300 from and to, respectively, the deck D of a vessel V and to and from, respectively, the seabed S.
  • the movement of the plow 100, 200 or 300 from or to a resting place on the deck D of the vessel V to or from a point at which all contact of the plow 100, 200 or 300 with the vessel V is terminated is herein referred to as "transition.”
  • the plows 100, 200 or 300 described herein have longitudinal axes 101, 201 and 301, respectively. As shown, the longitudinal axes 101, 201 and 301 are aligned in parallel with their anticipated directions of movement on the seabed S.
  • the plow axes 103, 203 and 303 are aligned in the direction of "transition" of the plows 100, 200 and 300, respectively, on the deck D.
  • the longitudinal axes 101, 201, and 103 of Figures 15, 27 and 38 are aligned with the transition axes 103, 203, and 303 of Figures 19-22, 33-36 and 42-46, respectively.
  • the plows 100, 200 and 300 need not, however, be aligned on the deck D in the same orientation they assume in operation on the seabed S.
  • a "transition" axis” is any axis, longitudinal or not, which extends through a plow 100, 200 or 300 in a direction parallel to the anticipated direction of movement 39 of the plow during launch or retrieval.
  • the plows 100, 200 or 300 will have their weight distribution and the location of their surfaces which contact the deck D and the fulcrum/roller R on the stern of the vessel V during release or retrieval so coordinated as to resist roll of the plows 100, 200 or 300 about their respective transition axes 103, 203 and 303, respectively.
  • the chassis 10, skid 40 and skid posts 45, transition attachment 70, moldboards 90 and keel plates 110 and 370 have various surfaces contoured to support their plows in sliding contact with the deck D and to pivot about the fulcrum/roller R on the stern of the vessel V as the plow 100, 200 or 300 crosses the fulcrum/roller R during release/retrieval of the plow.
  • Other components can be used or specially added for the purpose.
  • a preferred embodiment of the chassis 10 can be used in any of the plow modes 100, 200 and 300 seen in Figures 13, 26 and 37, respectively.
  • the skid and tool ends 13 and 15 of the elongated member 19 are substantially horizontal and joined by a midsection 27 which angles down from the skid end 13 to the tool end 15.
  • a post receptacle 19 extends vertically through the skid end 13.
  • Fork lift receptacles 21 extend widthwise across the top of the tool end 15 of the elongated member 11.
  • One receptacle 21 is at the junction of the tool end 15 with the angled portion 17 of the elongated member 11.
  • the other receptacle 21 is further to the rear of the elongated member 1 1 and immediately in front of a spaced pair of share connection plates 23 which extend above the elongated member 11.
  • a transition member 25 extends above the tool end 15 of the elongated member 11 between the fork lift receptacles 21. As best seen in Figure 3, the top surfaces of the receptacles 21, the share connection plates 23 and the transition member 25 form a substantially continuous transition surface 27 useful for launch and recovery purposes as hereinafter explained in relation to the second/trench cutting mode 200.
  • each of the plows 100, 200 and 300 has pulling points 65, as shown on tow bars 67 extending laterally from the skid end 13 of the elongated member 1 1, for connection of a pulling line L to the plow 100, 200 and 300.
  • the pulling points 65 are symmetrically arranged in relation to the central longitudinal axes 101, 201 and 301 of the plows 100, 200 and 300 and are displaced from the points of contact of the plows 100, 200 and 300 with the deck D or roller R by a height less than a radius of the roller R to facilitate passage of the points of contact across the roller R.
  • a transition attachment 70 is configured to extend between the skid and tool ends 13 and 15 on the bottom of the elongated member 11 of the chassis 10 when the chassis is used in either of its first/boulder clearing or third/trench cutting modes 100 or 300 as seen in Figures 13, 26 and 37.
  • the transition attachment 70 extends in a generally horizontal wishbone shape with its tines 71 opening from its front to its rear ends 73 and 75.
  • the top surface 77 of the transition attachment 70 is contoured to mate against the bottom surface 31 of the elongated member 1 1 of the chassis 10 against which the transition attachment 70 will be secured by pinning the transition member 25 of the chassis 10 between the transition clevis plates 83, as is best seen in Figures 16 and 39.
  • the bottom surface 79 of the transition attachment 70 is contoured to make contact with and pivot about fulcrum R on the stern of a plow transporting/towing vessel V, seen in Figures 21 and 22 and 44 and 45, as the plow 100 or 300 crosses the fulcrum/roller R during its release from the vessel into the sea and during its retrieval from the sea onto the vessel.
  • the shape of the attachment bottom surface 79 and the weight of the elongated member 1 1 and attachment 70 are coordinated so as to resist roll of the chassis 1 1 about the plow transition axis 103 or 303 as the plow 100 or 300 moves on the deck D toward or away from the fulcrum R.
  • the fulcrum R is a roller and, as best seen in Figure 9, the vertical longitudinal cross-sections of the attachment bottom surface 79 are concave.
  • the radius of the concavity 79 is greater than the radius of the fulcrum R so as to facilitate passage of the transition attachment 70 across the fulcrum R during release and retrieval of the plows 100 and 300.
  • the concavity 79 is symmetric about a longitudinal vertical plane centered on the attachment 70.
  • the surface 79 can have any shape as long as it provides paths which facilitate the over-the- stern release and retrieval of the plow 100 or 300.
  • the paths may be linear or planar and are preferably symmetrically defined by continuous opposite points of the attachment bottom surface 79.
  • the front end 73 of the attachment 70 has a leading face 81 which is angled to smooth the transition to and from the skid end 13 of the elongated member 1 1 of the chassis 10.
  • Back plates 85 are provided on the ends of the tines 71 for connection to the moldboards 90.
  • the gap 87 between the tines 71 functions as a passageway for debris in the third/backfill mode 300, as is hereinafter explained.
  • a preferred embodiment of the skid 40 is adaptable for use in any of the plow modes 100, 200 and 300 seen in Figures 13, 26 and 37, respectively.
  • the skid 40 is shown configured for use in the first boulder clearing and second/trench cutting modes 100 and 200, seen in Figures 13 and 26, respectively.
  • the parallel outer skis 41 of the skid 40 are in close proximity to each other, bolted on opposite sides of a center ski 43.
  • a head 51 can be mounted on the front of the skis 41 and 43 in either the first/boulder clearing mode or for a first pass, the second/trench cutting mode 100 or 200.
  • the outer skis 41 can be pivotally mounted on the center ski 43 using linkages 48 so that the outer skis 41 can be canted laterally upward from the center ski 43, provided the head 51 is not attached to the skis 41 and 43.
  • the use of canted outer skis 41 is specially applicable to second and subsequent passes in this second/trench cutting mode 200, enabling the canted skis 41 to conform to the side walls of the trench T and facilitating the deepening of the trench T by a second and subsequent passes of the trench cutting plow 200.
  • deeper trenches can be cut without need for a larger trenching plow.
  • a post 45 which is pinned in a receptacle 47 in the center ski 43, extends upward to a top 49 which is convex from front to back.
  • the outer skis 41 have receptacles 47 which are the same as the center ski receptacles 47.
  • the boulder clearing head 51 is preferably added to the leading end of the skid 40 across the fronts of the skis 41 and 43.
  • the leading faces 53 of the head 51 are angled rearward from a vertical, longitudinal center plane of the skid 40 and are tapered rearward from their top edges 55. The angled and tapered faces 53 will torque partially buried boulders out of the seabed and away from the skid 40 and, if necessary, allow the plow 200 to ride over a boulder B which strikes the head 51 below its top edges 55.
  • either the bolted configuration of the skis 41 or the pivotal configuration of the skis 41 in an uncanted condition can be used, preferably with the head 51 in place for the first pass of the plow 200.
  • the pivotal configuration of the skis 41 be used in the canted condition without the head 51.
  • trenches up to 25 meters wide can be cut using multiple passes.
  • a crossbeam 57 is shown for converting the outer skis 41 of the skid 40 shown in Figure 10 for use in the third/backfill mode 300.
  • a crossbeam 57 spaces a pair of open ended receptacles 63 apart from a center post 59 extending upward from the midpoint of the crossbeam 57.
  • two posts 45 are seated, one in each of the receptacles 47 of the two outer skis 41 as shown in Figure 10.
  • the posts 45 extend up from their respective outer skis 41, pass through their respective open ended receptacles 63 in the crossbeam 57 and are pinned with the skis 41 at the desired distance below the crossbeam 57.
  • the crossbeam center post 59 is pinned in the chassis post receptacle 19 to set the desired height of the chassis 10 above the skis 41.
  • the crossbeam 57 as shown has a front surface 61 configured to also serve as a spoil leveler in the backfill mode 300.
  • the boulder clearing plow 100 includes the chassis 10, the skid 40, the transition attachment 70 and the moldboards 90.
  • the skid 40 in the configuration shown in Figure 10 with the head 51 is mounted on and supports the skid end 13 of the chassis 10 above the seabed S.
  • the moldboards 90 include primary, secondary and tertiary moldboards 91, 93 and 95 mounted on the tool end 15 of the chassis 10.
  • the transition attachment 70 is mounted under the chassis 10 between the skid 40 and the primary moldboards 91.
  • the chassis 10 is oriented upside down in comparison to its orientation as shown in Figures 1 and 2. That is, in the boulder clearing plow 100, the skid end 13 is lower than the tool end 15 of the elongated member 11 and the skid post 45 extends upward through the receptacle 19 in the skid end 13 of the chassis 10.
  • the primary moldboards 91 which may be permanently or detachably mounted on the tool end 15 of the chassis 10, are angled outward and rearward from the tool end 15 of the chassis 10 and the transition attachment 70.
  • the secondary moldboards 93 are mounted below the primary moldboards 91 and the transition attachment 70 to increase the overall depth of the moldboards 91.
  • the tertiary moldboards 95 are used when wider paths are to be cleared of boulders B. They are mounted at the free ends of the primary and secondary moldboards 91 and 93 and increase the length of the moldboards 90 for the full depth of the combined primary and secondary moldboards 91 and 93.
  • a chassis extension 33 is connected by its front flange 35 to the back flange plate 31 of the chassis 10.
  • a supporting structure 37 of beams and struts connects the chassis extension 33 to the tertiary moldboards 95.
  • Recovery fins 97 are appended to the free ends of the moldboards 90. The fins 97 have divergingly arcute ends 99 for contact with the roller R during launch and recovery.
  • the boulder clearing plow 100 may also include keel plates 1 10, shown in detail in Figure 18.
  • the keel plates 1 10 have a vertical center plate 111 and horizontal base plates 113 which extend laterally from the center plate 1 1 1.
  • the base plates 1 13 and the center plates 11 1 support a vertical mounting plate 1 15 at an angle complementary to the angle of the moldboards 90.
  • This structure is reinforced by small and large vertical support plates 117 and 119.
  • At least one keel plate 110 mounted on the front of and extending under each set of moldboards 90. As best seen in Figures 14, 15, 17 and 18, the keel plates 110 are mounted in parallel at the junctions of the secondary and tertiary moldboards 93 and 95.
  • the primary function of the keel plates 1 10 is to steady the path of the boulder clearing plow 100 as the head 51 and moldboards 90 encounter boulders B, spoil M and/or other obstacles on the seabed S.
  • FIGS 19-22 and 50 the over-the stern release ( Figures 19-22) and retrieval ( Figures 22-19) of the boulder clearing plow 100 from a vessel V to the seabed S or from the seabed S onto a vessel V, respectively, are illustrated.
  • the plow 100 is preferably and as shown initially positioned on the deck D with its moldboards 90 aft and the longitudinal axis 101 of the plow 100 aligned on the transition axis 103 of the plow 100.
  • the skid 40 and keel plates 110 provide the initial contact points or surfaces of the plow 100 with the deck D.
  • Retrieval of the boulder clearing plow 100 at the end of the pulling line L from the seabed S is accomplished by reversal of the release method.
  • the skid 40 will first contact the fulcrum/roller R.
  • the pulling points 65 of the plow 1 10 are located so as to assure that the head 51 and skis 41 and 43 of the sled 40 will not hang-up on the fulcrum/roller R.
  • FIG 23-25 the use of the boulder clearing plow 100 to clear boulders B from a path P on the seabed is illustrated.
  • the plow 100 is positioned with the plow 100 bow-forward in the direction of an initial seabed path Pi which will be at the center of the intended final path P.
  • the pattern of the final path P spirals out from the initial path Pi.
  • the plow 100 is then propelled, perhaps at the end of the pulling line L, powered by a winch or by the travel of the vessel, along the initial path Pi to clear boulders B from the initial path Pi to the port and starboard sides of the plow 100.
  • boulder clearing continues, if a wider path P is necessary, by repositioning the plow 100 bow-forward, for travel in a direction opposite the initial seabed path direction, on a second seabed path P 2 along, as shown, the starboard side of the initial path P 1 .
  • the plow 100 is then propelled along the second path P 2 to clear boulders in the second path P 2 further away from the path Pi.
  • boulder clearing continues, if a wider path P is necessary, by repositioning the plow 100 bow-forward, for travel in the direction of the initial seabed path direction, on a third seabed path P 3 along the port side of the initial path Pi.
  • boulder clearing can further include repeating the widening along the path P resulting from the contiguity of the initial, second and third paths Pi, P 2 and P 3 , as shown along paths P4 and P5.
  • the boulder clearing process anticipates repetition of the widening steps to widen successively contiguous paths P n until a single path P of desired width has been cleared along the seabed.
  • boulders B will be torqued out of the seabed and around the port or starboard side of the head 51, depending on which side of the head 51 strikes the boulders B.
  • the trailing moldboards 90 will torque and push the boulders B further to port or starboard away from the plow 100.
  • boulders B which have been pushed aside will be deposited in a small spoil heap H created aft of the plow 100 by the partial penetration of the seabed by the moldboards 90.
  • the trench cutting plow 200 includes the chassis 10, the skid 40, the moldboards 90 and the share 210.
  • the skid 40 in the configuration shown in Figure 10, is mounted on and supports the skid end 13 of the chassis 10 above the seabed.
  • the moldboards 90 initially include only the primary moldboards 91 mounted on the tool end 15 of the chassis 10. If more than one pass of a trench cutting plow 200 is to be performed, the secondary and tertiary moldboards 93 and 95 can be added.
  • Wedges (not shown) can be positioned between the chassis 10 and the moldboards 90 to angle the moldboards at a desired angle upward and rearward from the chassis 10 for second and subsequent passes of the plow.
  • the transition attachment 70 is not used.
  • the head 51 may optionally be attached to the skid 40 in the first pass of the second/trench cutting mode 200.
  • the chassis 10 is oriented right-side up as shown in Figures 1 and 2. That is, in the trench cutting plow 200, the skid end 13 is higher than the tool end 15 of the elongated member 1 1 and the skid post 45 extends upward through the receptacle 19 in the skid end 13 of the chassis 10.
  • the plow share 210 may be permanently or detachably mounted on the chassis 10.
  • a preferred embodiment of the share 210 shown in Figures 26-32 includes a shoe box 21 1 joining the bottoms of center ribs 213 and side plates 215 which support the parting plates 217 of the share 210.
  • a vertical plate 219 aligned with the shoe box 21 1 extends upwardly above the parting plates 217 and is inserted between the share connection plates 23 on the chassis 10.
  • a pin 221 inserted through a boss 223 on the vertical plate 219 and the connection plates 23 secures the share 210 to the chassis 10.
  • FIG. 33-36 the over-the stern release ( Figures 36-33) and retrieval ( Figures 33-36) of the trench cutting plow 200 from the vessel V to the seabed S and from the seabed S onto the vessel V, respectively, are illustrated.
  • the plow 200 herein described is initially positioned upside down on the deck D with moldboards 90 aft and the longitudinal axis 201 of the plow 200 aligned on the plow's transition axis 203.
  • the arcuate top 49 of the skid post 45 and the free ends of the moldboards 90 provide the initial contact points or surfaces with the deck D.
  • the cantilevered weight of the plow 200 causes the plow 200 to pivot on the transition surface 27 of the transition member 25, allowing the moldboards 90 to drop toward the seabed S and the skid post 45 to rise from the deck D.
  • all contact between the plow 200 and the vessel V transfers to the angled portion 17 of the chassis elongated member 1 1 and the fulcrum/roller R of the vessel V.
  • Retrieval of the trench cutting plow 200 at the end of the pulling line L from the seabed S is accomplished by reversal of the release method.
  • the arcuate top 49 of the skid post 45 will first contact the fulcrum/roller R.
  • the pulling points 65 of the plow 110 are located so as to assure that the post 45 will not hang up on the fulcrum/roller R.
  • the backfill plow 300 for backfilling spoil into a seabed trench, includes the chassis 10, the skid 40 configured to straddle the trench being backfilled, the moldboards 90 mounted on the chassis 10 forward of the skid 40 and the blade 310 mounted on and spanning the bottom edges of the moldboards 90.
  • the chassis 10 is oriented upside down in comparison to its orientation as shown in Figures 1 and 2. That is, in the backfill plow 300, the skid end 13 is lower than the tool end 15 of the elongated member 11, as in the first/boulder clearing mode 100 shown in Figure 13, and the crossbeam center post 59 extends upward through the receptacle 19 in the skid end 13 of the chassis 10, similar to the post 45 in the first/boulder clearing mode 100 shown in Figure 13. However, the chassis 10 is oriented in reverse in comparison to the first/boulder clearing mode 100 shown in Figure 13, so that the skid 40 is at the trailing end of the backfill plow 300. In comparison to the first/boulder clearing mode 100, the skis 41 are also reversed in the third/boulder clearing mode 300 for forward travel in a trailing position.
  • the moldboards 90 including the primary moldboards 91, the secondary moldboards 93 and the tertiary moldboards 95, are mounted on the chassis 10 in the same way as described in relation to the first/boulder clearing mode 100 of Figures 13-17 by use of the chassis extension 33 and supporting structure 37.
  • the transition attachment 70 is also mounted to the chassis 10 in the same manner as described in relation to the first/boulder clearing mode 100 of Figures 13-17.
  • the recovery fins 97 are appended to the free ends of the tertiary moldboards 95 as described in relation to the first/boulder clearing mode 100 of Figures 13-17
  • the blade 310 has a passage 31 1 at its rear apex 313.
  • the passage 31 1 is configured to dispense the spoil collected by the blade 310 and funneled by the moldboards 90 onto the top of a pipe or cable C disposed in the trench T below the passage 31 1.
  • the side edges of the blade 310 are secured to the lower portions of their respective moldboards 90 by use of side plates 315 and to the chassis extension 33 by use of an upright mounting structure 317.
  • the mounting structure 317 is centered on the leading edge 319 of the blade 310 and, as shown, extends from the blade edge 319 to the passage 31 1.
  • the blade 310 may be stiffened by ribs 321. As shown, the passage 31 1 is slightly greater than semi-circular with a diameter 323 parallel to the blade leading edge 319.
  • the stiffening ribs 321 fan out from points along the passage circumference 325 to respective points along the blade leading edge 319.
  • the backfill plow 300 preferably further includes a flapper board 340 aft of the passage 311.
  • the flapper board 340 includes a plate 341 fixed to and swinging below a horizontal shaft 343.
  • the shaft 343 is journalled to reciprocate on an axis parallel to the passage diameter 323.
  • a weight 345 biases the plate 341 toward a vertical orientation.
  • Large and small stiffeners 347 and 349 reinforce the plate 341.
  • the reciprocating swing of the plate 341 on its shaft 343 is caused as water and spoil discharging through the passage 311 swings the plate 341 toward the rear and the weight 345 causes the plate 341 to swing back toward vertical.
  • the backfill plow 300 may also include keel plates 370, at least one keel plate 370 extending on opposite sides of the spoil passage 3 1 1.
  • the keel plates 110 shown in Figure 18 for use in the first/boulder clearing mode 100, can be used in the third/backfill mode 300 except that, in the backfill mode 300, they are mounted on the front of the moldboards 90 and extend under the blade 310.
  • the keel plates 370 are mounted in parallel at the junctions of the secondary and tertiary moldboards 93 and 95.
  • the primary function of the keel plates 370 is to steady the path of the backfill plow 300 as the blade 310 and moldboards 90 encounter and collect spoil M on the seabed S.
  • FIG. 43-46 of the backfill plow 300 from a vessel V to the seabed S or from the seabed S onto a vessel V, respectively, are illustrated.
  • the plow 300 described herein is initially positioned on the deck D with moldboards 90 aft and the longitudinal axis 301 of the plow 300 aligned on the transition axis 303 of the plow 300.
  • the skid 40 and bottoms of the keel plates 370 provide the initial contact points with the deck D.
  • Retrieval of the backfill plow 300 at the end of the pulling line L from the seabed S is accomplished by reversal of the release method.
  • the skid 40 will first contact the fulcrum/roller R.
  • the pulling points 65 of the plow 300 are located so as to assure that the head 51 and skis 41 and 43 of the sled 40 will not hang up on the fulcrum/roller R.
  • the discharged spoil M is fragmented, as shown by the flapper board 340, before the discharged spoil M reaches the pipe P and the spoil M discharged onto the pipe P and into the trench T is leveled by the front surface 61 of the skid crossbar 57.
  • the use of the passage 311 to discharge the spoil M directly onto, rather than to the sides of, the pipe P reduces the likelihood that the more dense spoil M will lift the pipe P in the trench T during backfilling.
  • the boulder clearing plow 100 seen in Figure 13 can be used to narrow the width of the trench T. This is accomplished by aligning the longitudinal axis 101 of the plow 100 outside of the spoil M one side of the trench T, as shown with only the starboard moldboards 90 pushing the spoil M.
  • the first pass P a the spoil M in the path of the starboard moldboards will be pushed toward or into the trench T.
  • the plow 100 is aligned on the other side of the trench T, as shown again with only the starboard moldboards 90 pushing the spoil M.
  • the second pass P b the spoil M in the path of the starboard moldboards will be pushed toward or into the trench T.
  • the process can be repeated for passes P n until the trench T is filled or until the trench T is sufficiently filled to complete backfilling using the backfill plow 300.
  • the plows 100, 200 or 300 can be retrieved by use of the tow line L connected to the retrieval fins 97.
  • the orientation of the plow 100, 200 or 300 can be rotated 180° about the axis of the tow line L to a suitable retrieval position. In either 180° orientation, the arcuate ends 99 of the fins 97 will enable the plow 100, 200 or 300 to pass over the fulcrum/roller R.
  • the plows 100, 200 and 300 are made using steel plates which are welded, bolted or pinned, depending on the intended permanency or detachability of the components being connected.
  • the same chassis 10, skids 40, transition attachment 70, moldboards 90, and keel plates 110 can be configured into three different modes of operation and the share 210 and blade 310 added as needed for their respective modes.
  • the need for a large vessel, cranes and supporting equipment is eliminated since the plow modes 100, 200 and 300 are all capable of over-the- stern launch and recovery.
  • ROV remotely operated vehicle
  • Figures 51-55, 56-60, 61-65 and Figures 66-70 illustrate a number of possible embodiments of an instrumented bottle-type BAS plow 400.
  • the BAS plow embodiments shown in Figures 51-70 may all use the same chassis 10 and skid 40 hereinbefore described in relation to the trench cutting plow 200 of Figures 26-29. They all may also use the same plow share 210 hereinbefore described in relation to the trench cutting plow 200 of Figures 26-29, except that a BAS plow sensor 410 is added to the tip of the trench cutting plow share 210.
  • moldboards may use the same moldboards 90 hereinbefore described in relation to the trench cutting plow 200 of Figures 26-29 but, if used, they are mounted on either a straight BAS extension 430 or on an angled BAS extension 450 added at the tool end 15 of the chassis 10.
  • the extensions 430 and 450 can be added to the chassis 10 of the BAS plow in a manner as described in relation to the extension 33 added to the boulder clearing plow 100 of Figures 13-15.
  • an instrumented bottle 470 is added, externally or internally, to the chassis 10.
  • the BAS plow can be structurally modified to eliminate or reduce spoil heaps created by digging the BAS plow trench.
  • the self-backfilling embodiments of the BAS plow are especially beneficial when multiple routes, none of which may be used, are trenched and when seabed restoration and minimal seabed impact are desirable.
  • the instrumented bottle 470 is mounted externally on the chassis 10 and the BAS plow 400 has no moldboards. As shown, the instrument bottle 470 is secured to the top of, and in longitudinal axial alignment with, the tool end 15 of the chassis 10. This is the most convenient embodiment of the BAS plow 400 because the trench cutting plow 200 can be created by merely adding the moldboards 90 to the BAS plow 400 after the burial assessment surveys are completed. The instrumented bottle 470 could be left on the trench cutting plow 200 or could, if desired, be removed.
  • the trenching profile 500 resulting from the first pass of the BAS plow embodiment of Figures 51-55 is seen in Figure 71 in which the V-trench 501 below the seabed 503 is flanked by the spoil 505 dispersed above the seabed 503 and extending the walls of the V-trench 501 above the seabed 503.
  • the instrumented bottle 470 is mounted externally on the chassis 10 of the BAS plow 400 and the mold boards 90 are mounted on the straight extension 430 of the tool end 15 of the chassis 10.
  • This embodiment is used when it is desirable to backfill the trench created by the BAS plow 400 but is unlike the backfill plow 300 described in relation to Figure 37.
  • the moldboards 90 lead the skid 40 with the apex of the moldboards 90 directed at the skid 40.
  • the moldboards 90 trail the skid 40 with the apex of the moldboards 90 directed away from the skid 40.
  • the straight extension 430 is T-shaped.
  • the T-shaped extension 430 has a leg 431 mounted on and extending rearward from the trailing end 15 of the chassis 10 and arms 433 extending outward from a trailing end of the leg 431.
  • the moldboards 90 extend outward and forward from distal ends of the arms 433.
  • the bottom surfaces of the leg 431, the arms 433 and the moldboards 90 are in a common plane 435.
  • This embodiment is especially useful when there are no large boulders on the pipeline or cable path. Large, as herein used, refers to boulders which would be expected not to fit within the cross-section of the trench.
  • the elevation of the moldboards 90 can be adjusted on the arms 433 of the extension 430 to accommodate the sand/boulder content of the seabed and best backfill the trench.
  • the trenching profile 510 resulting from the first pass of the BAS plow embodiment of Figures 56-60 is seen in Figure 72 in which the V-trench 51 1 below the seabed 513 is filled with spoil or spoil and small boulders 515.
  • the instrumented bottle 470 is mounted externally on the chassis 10 of the BAS plow 400 and the mold boards 90 are mounted on the angled extension 450 of the tool end 15 of the chassis 10.
  • This embodiment of the BAS plow 400 is similar to the embodiment of Figures 56-60 and is also used to backfill the trench created by the BAS plow 400. It is unlike the embodiment of Figures 56-60 in that, while T-shaped, the leg 451 of the T is angled rearward and upward to its arms 453 and the outer portions of the arms 453 of the arms 453 are angled outward and downward to the moldboards 90.
  • the bottom surfaces of the leg 451 and the arms 453 define an arch 455 permitting spoil and large objects such as boulders to pass between the moldboards 90 and be deposited in and/or lie on the trench within the confines of the inner perimeter of the arch.
  • the elevation of the moldboards 90 can be adjusted on the arms 453 of the extension 450 to accommodate the sand/boulder content of the seabed and best backfill the trench.
  • the trenching profile 520 resulting from the first pass of the BAS plow embodiment of Figures 61-65 is seen in Figure 73 in which the V-trench 521 below the seabed 523 is filled by the collected spoil or spoil and boulders 525 and covered by the collected spoil or spoil and boulders 527 which has passed through the arch 455.
  • the illustrated embodiment of the BAS plow 400 is in all respects the same as the embodiment illustrated in Figures 61-65, except that the instrumented bottle 470 is mounted internally in the chassis 10 of the BAS plow 400. As with the external bottle embodiments, the internal instrument bottle 470 is secured in longitudinal axial alignment with the tool end 15 of the chassis 10. The instrumented bottle 470 can similarly be mounted within the chassis 10 of the BAS plow 400 embodiments of Figures 51-55 and 56-60.
  • the trenching profile 520 resulting from the first pass of the BAS plow embodiment of Figures 66-70 is seen in Figure 73 in which the V-trench 521 below the seabed 523 is filled by the collected spoil or spoil and boulders 525 and covered by the collected spoil or spoil and boulders 527 which has passed through the arch 455.
  • the sensor 410 is mounted on the tip of the plow share 210.
  • the tip of the sensor 410 houses a load cell 411 which calculates the shearing force applied by the tip of the plow 400 to the seabed 523. It measures the force required to shear the seabed material and feeds the data 481 back to a data logger 471 contained in the instrumented bottle 470.
  • the instrumented bottle 470 includes a power source 471, the data logger 473, a gyro 475 and a load sensors input 477.
  • the gyro measures the pitch, roll, heading, yaw, three dimensional positioning and speed of the plow 400 and the V-trench depth.
  • load cells 479 mounted on the tow points 65 of the skid 40 calculate the tow force applied to the plow 400 and this load cell data 483 is fed through the load cell input connection 477 to the data logger 473.
  • the difference between the shearing force and the towing force measured at the plow chassis 10 is indicative of the proportion of the force that is actually cutting at the top of the plow share 40. All collected data is stored in the data logger 473 which can be swapped at regular intervals to download data or can be connected to the towing vessel V by an umbilical to provide a live data feed.
  • a hydro-acoustic link could be used to transmit data, but the hydro- acoustic link would at best afford "all is well” signals due to the currently achievable slow transmission rates.
  • the bottle instrumentation effectively monitors the BAS plow reaction to the seabed to image the orientation of the BAS plow 400 on the seabed. As the BAS plow 400 is towed along a possible pipeline or cable burial path, a continuous stream of data is acquired and stored to facilitate a plot of the tow force against the seabed surface position of the BAS plow 400.
  • the anchor-type plow share 210 herein described affords greater seabed penetration than knife-type seabed cutters. If still deeper trenches are desired, in any of the moldboard configurations of the BAS plow 400 the moldboards 90 can be extended by addition of tertiary moldboards 93 and 95, as is described in relation to the trench cutting plow 200 of Figures 26-29. This will facilitate multi-pass BAS plow use, as is also earlier explained in relation to the trench cutting plow 200 of Figures 26-29.
  • the various embodiments of the BAS plow 400 can be configured for release and retrieval over-the- stern using the principles hereinbefore described in relation to the boulder clearing/trench cutting/backfill plows 100/200/300, respectively.
  • Figures 76-80 the over-the stern release ( Figures 76-80) and retrieval ( Figures 80-76) of the BAS plow 400, as shown with an internal instrumented bottle 470 and moldboards 90 mounted on a straight extension 430 as herein described, from the vessel V to the seabed S and from the seabed S onto the vessel V, respectively, are illustrated.
  • the plow 400 is initially positioned upside down on the deck D with moldboards 90 aft and the longitudinal axis of the plow 400 aligned on the plow's transition axis.
  • the arcuate top 49 of the skid post 45 and the free ends of the moldboards 90 provide the initial contact points or surfaces with the deck D.
  • Retrieval of the BAS plow 400 at the end of the pulling line L from the seabed S is accomplished by reversal of the release method.
  • the arcuate top 49 of the skid post 45 will first contact the fulcrum/roller R.
  • the pulling points 65 of the plow 1 10 are located so as to assure that the post 45 will not hang up on the fulcrum/roller R.
  • the present method and apparatus are useful in the performance of burial assessment surveys. They are capable of producing continuous streams of data descriptive of the V-trench cross-sections of possible pipeline or cable paths. Since they create a V-trench which can be used as a first pass of a trench cutting process, they are also capable of reducing the total time required for combined BAS and actual pipeline or cable V-trench cutting processes. And, since they are also capable of enabling backfilling of a BAS V-trench, they can be used to perform burial assessment surveys without leaving a disrupted seabed when the trace is completed.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Electric Cable Installation (AREA)
  • Soil Working Implements (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

Un rabot BAS (400) crée une tranchée en V (501, 511, 521) le long de l'itinéraire linéaire d'un trajet de pipeline et une bouteille instrumentée se déplaçant avec le rabot BAS (400) collecte des données BAS indiquant le tangage, le roulis, l'avancement, le lacet, le positionnement en trois dimensions, la vitesse et la profondeur du châssis (10), la force de cisaillement appliquée au matériau du fond marin et la force de remorquage appliquée. La bouteille (470) peut être échangée pour collecter les données acquises ou un ombilical peut être utilisé pour fournir un flux de données en temps réel. Le rabot BAS (400) peut remblayer simultanément la tranchée créée (501), (511), (521) en laissant le fond marin non interrompu ou le pipeline peut être posé dans la tranchée BAS, qui peut également être rendue plus profonde et plus large par des passages de coupe de tranchée supplémentaires, ce qui permet de réduire considérablement le temps total requis pour des procédés de pose de BAS et de pipeline combinés. Le rabot BAS (400) peut être dégagé et récupéré au-dessus de la poupe d'un navire de remorquage.
EP14798923.0A 2013-11-18 2014-10-14 Procédé et appareil pour la réalisation d'enquêtes d'évaluation d'enfouissement Withdrawn EP3071756A2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US14/083,095 US9422690B2 (en) 2012-11-30 2013-11-18 Method and apparatus for performing burial assessment surveys
PCT/GB2014/053088 WO2015071637A2 (fr) 2013-11-18 2014-10-14 Procédé et appareil pour la réalisation d'enquêtes d'évaluation d'enfouissement

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JP (2) JP6591977B2 (fr)
AU (3) AU2014349889B2 (fr)
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US9657455B2 (en) * 2015-06-24 2017-05-23 Michael W. N. Wilson Over-the-stern deep digging trenching plow with instrumentation for assessing the protective capabilities of a seabed trench
EP3216925A1 (fr) * 2016-03-08 2017-09-13 Soil Machine Dynamics Limited Procédé et appareil de formation d'une tranchée dans un fond marin
CN114678799B (zh) * 2022-03-04 2023-11-28 东南数字经济发展研究院 一种轨道障碍物清洁装置

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JP6591977B2 (ja) 2019-10-16
AU2018253588A1 (en) 2018-11-22
WO2015071637A3 (fr) 2015-07-09
WO2015071637A2 (fr) 2015-05-21
JP2019214934A (ja) 2019-12-19
AU2014349889B2 (en) 2018-09-20
AU2014349889A1 (en) 2016-05-26
JP2016537538A (ja) 2016-12-01
AU2018253586A1 (en) 2018-11-22
CA2929673A1 (fr) 2015-05-21

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