This invention relates to fluid excavating. The invention is particularly applicable to fluid excavating trenches for burying cables or pipelines in the seabed-

In laying undersea pipes or cables it is advantageous to bury them beneath the surface of the sea bed to afford protection. To do this it is known to use water emitted from a nozzle to fluidise a non-cohesive or soft cohesive material making up the sea bed. In this way the fluidised material can be dredged away all-owing the pipe or cable to be lowered into the trench tnus created. However, fluidisation is only practicable when used on non-cohesive or soft cohesive materials, such as sand and very soft clays.

It is also known to use water emitted from a nozzle, to cut into cohesive material making up the sea bed to define more easily removable blocks as part of a procedure for cutting a channel in which an undersea cable or pipe is to be lowered. The blocks are removed by a dredging unit.

It is an object of the present invention to provide an improved excavating method and apparatus particularly for use on stiff cohesive materials as well as non-cohesive and soft cohesive materials.

According to the present invention there is provided a method of excavating material comprising: directing at least one jet of fluid at the surface of the material

and moving the jet relative to the material, the angle of the jet, impinging on a cutting face of the material, being acute with respect to that cutting face to create a kerf of material as the jet moves.

The invention also extends to apparatus for excavating according to the method including a carrier and at least one fluid outlet, for example a nozzle, movably mounted on the carrier, characterised in that the orientation of the or each outlet subtends an acute angle with respect to the cutting face of the material to create the kerf by means of the jet of fluid from the outlet.

The acute angle of impingement may be parallel to a plane which is normal to the direction of movement of the jet or at an angle thereto. By directing the jet at an angle with respect to the said plane, such that the outlet lags the point of impingement of the jet on the cutting face, the jet may also serve to expel material from the excavated area.

By passing the jet in a succession of runs, or a series of spaced' jets in a single pass, a deeper channel may be formed than that simply created by the single jet alone. The material between the kerfs may not be completely detached but be connected at its root. Thus, preferably, a second pass of the jet, or a second jet, preferably parallel to the first, serves to create the second kerf and to sever the first in one action. Thus, successive passes of the jet or jets will create a kerf with a width that is proportional to the jet spacing.

In this way, a channel may be created either by longitudinal runs of the jet or jets with respect to the line of the channel or, alternatively, lateral runs.

Preferably, the jet or set of jets is moved at a constant rate relative to the material to be cut. This rate in part determines the depth of cut in a material of constant density. On the other hand a non-constant rate may be imparted to the jet, for example sinusoidal.

The movement may be linear. However, any other path of movement may be adopted in order to create the kerf. Another factor governing the depth of cut of the kerf is the distance of the outlet from the surface. Thus, it is also preferable that the nozzle is maintained at a small and substantially constant distance from the material being cut.

As mentioned above, any pattern of movement of the jet or jets may be adopted as required. One particular way is to sweep the jet in an arc or parabola across the cutting face of the material. In this case, the axis of the sweep is conveniently generally vertical when excavating, for example, a trench in a horizontal seabed.

Propos.als for using such a jetting technique also include cutting slits in the cohesive material to make them ^' more easily removable as comminuted lumps by means of a following plough arrangement. The cutting of

slits therefore breaks up the consistency of the seabed in advance of the plough arrangement, hence reducing tow forces required to pull the plough.

It is found that removal of the kerf is most suitably achieved in the excavating process by directing the jet at an angle of about 30° to the surface of the material being cut into. In suitable materials, such as clays, each kerf is in the manner of a scallop or scroll of material similar to the shaving created by a chisel. In harder materials the kerf may fragment as it is forced to curl out of the path of the jet. In any case, it is the effect of the stagnation pressure at the root between the parted material and the newly created surface which forces the waste kerf away from the excavated area.

The parameters which determine the successful removal of a kerf, instead of simply cutting into the clay, are presently considered to be the pressure of the cutting fluid, the flow rate, the nozzle profile, the vertical angle of the jet and the speed at which the jet travels across the surface.

When a set of jets are used the cutting characteristics are also dependent on the number of jets and the spacing of the jets both in the direction of movement and normal to that direction.

In one form, the invention comprises directing a plurality of oscillating fluid jets at the surface to be excavated at the acute angle to sheer off a succession of kerfs to form the trench. The channels

may be formed longitudinally with respect to the overall lie of the trench being cut or be formed laterally with respect thereto.

In another form the cut may be achieved by means of a set of nozzles arranged in a helical pattern on a rotatable drum. The drum may be horizontally or vertically disposed. In either case it is necessary that the jets impinge on the material at an acute angle with respect to the material to create the kerf.

The present invention can be put into practice in various ways some of which will now be described by way of example with reference to the accompanying drawings in which:

Figures 1A) and B) are schematic representations of an excavating arrangement according to the present invention;

Figure 2 is an illustration of a nozzle drum assembly for use in one embodiment of the present invention;

Figure 3 is a valve arrangement used in one embodiment of the invention;'

Figures 4A and 4B are end and side views of a component of the valve of Figure 3;

Figures 5A, 5B, 5C and 5D are side and end views of another component of the valve of Figure 3; and

Figure 6 is a side view of a modified excavating assembly.

Figures 7A) and B) are illustrations of parts of alternative forms of the invention;

Figure 8 is an illustration of part of a further alternative form of the invention;

Figure 9 is a schematic representation of the function of the invention according to another variant; and

Figure 10 is an illustration of a further form of the invention

Referring to Figures 1A) and B) and 2, a trenching apparatus comprises a submersible frame (not shown) having hydraulically driven positioning and driving propellers which are powered by a hydraulic power motors source (also not shown) on the frame. A hydraulic motor also rotates a 36mm. diameter nozzle drum 10 of the excavator head about its axis which is generally near vertically disposed when ^" the frame is arranged on a horizontal surface. In general, the frame is adapted to orientate the drum 10 so that its axis of rotation is substantially normal to the attitude at which the frame rests. The angle of the nozzles may be more or less than 30", for example between 20" (or less) and 40". Each of a set of nozzles 12 in the drum is orientated to direct a jet of water from the drum downwardly at an angle of 30° with respect to a cutting face 13 of the cohesive material in which the trench is to be dug. Commonly,

on a horizontal seabed this will result in a substantially vertical axis of rotation. The nozzles have a 2mm. outlet diameter and are angularly spaced, v/ith respect to the drum axis, at a 30mm. pitch over an axial length of 600mm. on the drum.

The nozzles 12 are arranged on the drum in a helical pattern. This presents an overlap of the cutting effect which each individual nozzle presents in order to provide an overall effective cutting width equal to the spacing between the upper and lower-most nozzles 12a and 12b on the drum.

Referring particularly to Figures la) and b) it is the purpose of the jet of water from each nozzle to cut into the cutting face at least to create a kerf. It may be that a single nozzle could be used with sufficient water pressure to create and sever its own kerf. However, using a plurality of nozzles, as depicted in Figure IB) , the pass of nozzle 1 has cut the kerf beneath it away. At the same time it defines the lower surface of the next kerf to be removed. As nozzle 2 then passes its jet penetrates above the lower surface defined by nozzle 1 and forces the kerf defined between the planes of penetration of the jets away from the cutting face.

As the nozzles rotate a complete layer of the cutting face is removed. On the next pass of the nozzles the same action takes a further layer off and so on. In this way the trench cutting progresses.

The nozzles 12 are fed with water pumped from a hydraulically driven pump and filter arrangement on the submersible frame to a series of conduits in the drum leading to the nozzles. Clearly, the rotating nozzles will only be used for a limited amount of each turn of the drum. Thus, a kidney valve arrangement 14 is used to interrupt the flow of the water to the nozzles so that fluid is passed only to the nozzles in the relevant cutting portion of each turn of the drum, i.e. when they are adjacent the cutting face 13.

The kidney valve is shown in Figures 3, 4 and 5. It comprises a circular valve plate 16 which is secured to the frame and a distribution member 18 which bears on and is rotatable relative to the valve plate 16. The valve plate 16 is formed on one mating side 25 with a pair of radially spaced, angularly coincident curved channels 20 set in annular raised guides 22. The channels 20 are referred to in this description as kidney ports. The kidney ports are coaxial with the axis of rotation of the distribution member which, in turn, is coaxial v/ith the axis of rotation of the drum itself. Both • kidney ports communicate with outlet ports 24 which open on to the other side of the plate. The 26 nozzles 12 communicate with the kidney ports in upper and lower groups of 13. Thus, by directing water to one or both ports the active region of the drum is selectable..

The distribution member 18 is formed ^' with a plurality of distribution ports 26 which extend from its mating face 28 to the other side. The distribution member is also formed with an annular flange 30 by which the

member is secured relative to the one end of the drum to rotate with it to distribute the pumped water to the nozzle heads. The mating face 28 of the distribution member 18 is sealingly engaged with that of the valve plate 16.

The drum and attached distribution member are rotated together by means of a conventional hydraulic motor (not shown) . In so doing, a selection of the distribution ports is in registry with the adjacent kidney port. Thus, nozzle water is supplied only to those distribution ports in registry for as long as they remain so. By correctly adjusting the orientation of the valve plate, nozzle water is fed only to those nozzles within the effective working part of each cycle corresponding to the period when a particular nozzle is at the cutting face. In this way, the amount of pumped water required is considerably reduced.

Following on from the general description of the excavating apparatus of Figure 2 a modified arrangement is illustrated in Figure 6. The drum 10 is powered by a hydraulic motor and gearing arrangement not specifically illustrated in Figure 6 but which is enclosed in a housing 29.

The drum 10 is also provided with a spoil scavenging arrangement comprising a trailing suction pipe 30, having an inlet towards the base of the drum 10 and communicating with a venturi ejector 32. The arrow in Figure 6 denotes the direction of travel of the drum when cutting a trench. The suction pipe 30 is formed with a shroud 33 which consists of an open metal box

structure in which the sides defining the open face conform generally to the adjacent curved surface of the drum 10 but leaving a small gap along all edges of about 25mm. between the edges of the shroud and the drum. The ejector 32 has an ejector water inlet pipe 34 and a back flushing pipe 36. Both of these pipes 34 and 36 are attached to a further sea water pump ^' system on the submersible frame respectively for creating the ejector vacuum to create suction at the open end of the suction pipe 30, adjacent the drum 10, and to flush out blockages if they occur in the ejector.

The scavenged spoil drawn into the scavenging arrangement is exhausted through an outlet pipe 38 which is rotatable relative to the fixed suction pipe and ejector assembly to direct the spoil as required- out from the area of the cutting face. The outlet pipe 38 is orientatable about an upright axis by means of a worm drive and a hydraulic motor 40 which moves an engaged gear wheel 42. This orientatability is particularly useful is sub-sea applications in which the excavator and frame are remote controlled using video cameras. Strong currents can be encountered and by directing the spoil to flow with the current the chance of it drifting back into the trench is removed and the problems associated with clouding up the water, thus obscuring the view, can be avoided.

The device is mounted on the submersible frame by means of a mounting block 44, and a pair of locating pins 46. Preferably, the orientation of the excavator v/ith

respect to the submersible frame is adjustable. In a particular situation the angle of the axis of the drum may be better tilted away from the vertical.

In this embodiment, the drum is designed to rotate to produce a linear speed of about 14 metres/sec. The water is pumped to the nozzles at 200 litres/min to develop 210 bar at the lower 13 nozzles for cutting 400kPa shear strength clay or at 300 litres/min to develop 137 bar at all 26 nozzles for cutting 200kPa clay. Using the arrangement the excavator is able to _. cut a trench 300 mm. deep using the lower 13, nozzles alone or a trench 600mm. deep using all 26 nozzles.

By actuating the motor by hydraulics and pumping the filtered water to the nozzles, via the distribution valve, the helical arrangement of nozzles will cut a succession of adjacent kerfs from a wall of cohesive clay or the like. Each nozzle jet except the top-most or bottom-most nozzles impinges on the wall constituting the cutting face opposite the root 34 of the previously formed kerf. The force of the jet makes and shears off a kerf in a sliver at the same time as the base of a new kerf is made. A large amount of the spoil created by the excavating operation is forced out ^' of the way by the pressure of water. However, some will tend to fall back into the created trench. This loose material is removed by means of the following spoil scavenging system.

Alternatively, referring to Figures 7A) , B) and C) the cutting fluid constituting the jet is fed to a column 50 of axially spaced outlet nozzles 52 or groups of

outlets. The column 50 is oscillatable through an arc 54 to effect a cut. More than one oscillatable column can be used to effect the cutting of a trench. The spacing of cutting jet outlet nozzles 52 on the column is such that the penetration of the jet of one outlet extends past the point of initial penetration of the lower adjacent nozzle. In this embodiment the nozzles 52 create and cut kerfs contemporaneously and not in succession as the columns oscillate in antiphase.

When sets of nozzles are most closely spaced there is a region between the columns 50 that is not as agitated as that directly in line with the nozzles. Thus it .is advantageous to install wash jet outlets 56' between the cutting jet nozzles. The wash jets are directed at the space between the cutting jets and of the cutting face to agitate the v/ater and assist in removal of spoil.

The number of columns of jets can be varied to suit the width of. trench to be cut. Similarly, the amount of overlap between adjacent jets in a column can be varied to accommodate, for example, different densities of clay to be removed.

It is found that the dislodged spoil can clog the oscillating mechanism for the columns 50. To overcome this the column and nozzles 52 are enclosed in a metal shroud shown in Figure 7C) . The shroud has groups of arcuate apertures 57 which allow the jets to impinge on the cutting face throughout their sweeps. The shroud can equally well be used with one column or any number of columns disposed side by side.

In a further alternative illustrated in Figure 8, a jet 58 (or jets) can be mounted on an extensible and retractable arm 60 which can be adjusted to optimise the cutting angle relative to the cutting face 13.

In another form of the invention, illustrated in Figure 9, a single jet is movable to progress in the direction of the trench to be cut, illustrated by the horizontal arrow in the drawing, ^' while creating a series of progressively cut kerfs either by rotating or oscillating as the radius of the cycle or sweep moves forward.

Figure 10 illustrates a further embodiment of the invention in which the plurality of nozzles 62 are equally angularly spaced about the axis of a rotatable drum 64. The nozzles direct jets from the end face of the drum to impinge at an acute angle to the surface. This embodiment can be used to break up and loosen material v/hich can be necessary in applications other than trench cutting where the sea bed has to be rendered more easily workable, for example to allow structural supporting members to be worked into the sea bed more easily.

Figure 1 - 10 were filed with the priority document. An extra embodiment will now be described with reference to Figures 11 and 12.

The apparatus illustrated in this embodiment comprises two circular, parallel discs, 100 and 101 which have inwardly facing nozzles spaced apart around their circumferences. In operation, the inwardly facing nozzles provide inwardly directed jets 102.

In use, the discs 100 and 101 progress along the two sides of a trench which is requrred to be created. The discs are rotated,, preferably by oscillation to a small angle of rotation. This causes the jets 102 to follow curved spaced apart tracks so as to cut curved, spaced apart kerfs with curved cas ellations between the kerfs. As the apparatus progresses the castellations break away and they may be further comminuted by following jets. As described with reference to other embodiments, the discs are conveniently followed by suction apparatus for disposing of the spoil.

In modifications, not illustrated in any drawing, the nozzles are located only around the forward part of the discs. In addition, the discs may be ^" provided with radially directed jets extending forward in order to cut thin slots to allow the discs to progress leaving substantial amounts of material remaining between the discs for cutting into castellations.

The method of this invention relates to the use of jets of fluid (water) for excavation, e. g. of trenches, on the sea-bed.

The direct effect of a jet causes thorough disintegration of the material onto which the jet impinges and, in accordance with practice as established by the prior arts, jets have been used to disintegrate substantially all the material lying in the region to be excavated.

This invention differs from this prior usage in that it uses a jet or jets to create castellations, e. g. slabs of material. The castellations are removed, but the material forming the castellation is not directly disintegrated by the jet nor is it disintegrated to the same extent as material upon which the jet impinges. In order to create a castellation, it is necessary to cut kerfs on both sides thereof, or, in the case of a castellation at the surface, on the side away from the free surface. This invention uses a jet or jets to cut the kerf by preferentially directing the et- or ets at the region where kerfs are intended (and preferably avoiding the regions where castellations are intended). The cutting of the kerf or kerfs creates the castellations but a jet directed into the kerf creates a high-pressure therein, and this high pressure produces a mechanical load which causes the castellation to break up. It will be appreciated that directing a jet into the kerf necessarily creates a corresponding outflow from the kerf and the detritus, e. g. both material comminuted by the jet and material arising from the breakup of the castellation, is removed from the slot by said outflow. It is usually convenient to provide a suction inlet near the workface to assist in this removal. If necessary, the detritus can be deposited a substantial distance from the working region.

Apparatus according to this invention includes means for moving a jet or jets along spaced apart tracks. This produces spaced apart kerfs along the spaced apart tracks and the castellations are formed between the kerfs. A preferred arrangement for- producing the spaced apart jets comprises nozzles which are helically arranged about the axis of a rotatable drum.

(Note "KERF" means a cutting into solid material, e. g. the cut made by a saw, axe or similar instrument).