[0001] The invention relates to a device for dredging bed material under water. The invention
also relates to a method for dredging bed material under water using the inventive
device.
[0002] Dredging operations commonly form part of hydraulic engineering activities, such
as for example in port development, tunnel construction, urban development, beach
replenishment, coastal protection, installation of power plants, such as wind turbines,
mining, environmental improvement and the like.
[0003] With dredging, it is obviously important to work efficiently and to remove as much
bed material as possible per unit time using as little power as possible. However,
in the last few years, increasing attention has been paid to the effects of dredging
on the surrounding environment, in particular the flora and fauna. This applies in
particular to dredging operations which are being carried out in the vicinity of nature
reserves.
[0004] A significant problem in this context is sediment spill. During digging, dredging,
the transportation and/or dumping of dug up bed material, part of the latter will
remain behind in the water as relatively fine sediment. Such sediment clouds can significantly
cloud the water and this increased turbidity disturbs the natural environment.
[0005] A known device for dredging an underwater bed is described in
NL-1031253. The known cutter head is a rotating body which is rotatable about an axis and is
formed by a base ring and a boss which is arranged concentrically at a distance therefrom,
between which a number of arms extend which are provided with cutting tools, such
as teeth. Through-openings are provided between the arms via which the dredged bed
material can be discharged. The cutter head is used in combination with a cutter suction
dredger (also referred to as a cutter dredger). A cutter dredger comprises a vessel
which is anchored to the floor by means of spud piles. The anchorage absorbs the reactive
forces occurring during dredging and transmits these to the floor. A suction pipe
is attached to the ladder of the cutter dredger which is connected to the cutter head
and via which the dredged bed material, mixed with water, is removed. During dredging,
the cutter head is made to rotate and lowered into the water together with the ladder
and the suction pipe, usually at an oblique angle, until it touches the floor. The
cutter head is then dragged through the floor while rotating by alternately shifting
the ladder from port to starboard using winches, in which case the cutter head performs
a lateral slewing movement. By in each case shifting the cutter dredger by a certain
distance and repeating the above-mentioned slewing movement, it is possible to dredge
a complete floor surface. The suction pipe is connected to a pump which then pumps
the dredge spoil to a barge which is moored alongside via a pressure pipe or directly
to a dumping zone.
[0006] The hydraulic transportation of the known cutter dredger has the drawback that, depending
on type of floor, a relatively large amount of fine clay and silt particles are brought
into an aqueous suspension and the removal of these particles therefrom is very time-consuming
and laborious. This may result in a relatively large amount of sediment spill during
loading of the barges or when forcing up in the dumping zone. This technique can therefore
not always be used in the vicinity of nature reserves.
[0007] It is an object of the present invention to provide a device for dredging bed material
under water which, in particular, makes it possible to dredge underwater beds in an
efficient manner without causing a great degree of sediment spill and, in particular
at relatively large depths and with relatively hard beds, with a significantly greater
efficiency than can be achieved with other mechanical excavators, such as dredging
cranes or bucket dredgers.
[0008] To this end, the invention provides a device, comprising a vessel which can be anchored
to an underwater bed and having a ladder which can be positioned downwards at an angle
into the body of water from the vessel and which is provided with at least one rotating
cutting tool at its free end, the cutting tool comprising a number of excavating elements
arranged around a common rotation axis, and having a passage for dug-up bed material
which adjoins an inlet end of a discharge means for the dug-up bed material, which
discharge means comprises a carrier for the bed material which is driven by means
of a mechanical drive. An outlet end of the discharge means can discharge at any desired
position, but will usually be situated at the location of the vessel, for example
on the deck of the vessel.
[0009] The carrier preferably comprises at least two conveyor belts which rotate in opposite
directions of rotation across each other at the same time. In such an assembly of
two or more conveyor belts which are mutually stacked, the conveyor belts run substantially
parallel with one another in the same direction of movement. By having a second conveyor
belt rotate (counterclockwise) at the same time at least above the conveyor belt,
the dredged bed material, which is caught between the two conveyor belts, is transported
away in an upward direction more efficiently. Further, it is found that the amount
of sediment spill is substantially reduced. To further improve on preventing sediment
spill, the conveyor belts are preferably curved in the transverse direction (perpendicular
to the direction of movement), and more preferably such that the mutual distance between
the conveyor belts is largest at their mid-section and decreases towards the longitudinal
edges of the conveyor belts.
[0010] The rotating cutting tool may in principle comprise any cutting tool which is able
to dig up bed material. In an embodiment, the at least one rotating cutting tool may
comprise a rotating body which is rotatable about an axis and is formed by a base
ring and a boss which is arranged concentrically at a distance therefrom, between
which a number of supporting arms extend which are provided with cutting tools, for
example in the form of cutter bits.
[0011] In another, more advantageous embodiment, the rotating cutting tool comprises a cutter-wheel
dredger, in which the cutter-wheel dredger comprises a wheel which is rotatably driven
about a horizontal axis and which is provided on the outer circumference with a series
of excavating buckets which are distributed along the circumference and whose inlet
opening faces forwards viewed in the direction of rotation, and in which the outer
circumference of the wheel comprises a passage for dug-up bed material, which passage
adjoins the inlet end of the discharge means for the dug-up bed material.
[0012] Surprisingly, combining the rotating cutting tool with the described discharge means
for the dug-up bed material results in a lower sediment spill than is the case with
the known cutter dredger. In addition, using the latter, it is possible, in particular
at relatively great depths and with relatively hard beds, to achieve a significantly
greater efficiency than is the case with other mechanical excavators, such as dredging
cranes or bucket dredgers. The inventive device is therefore advantageously used with
a method for dredging bed material under water which comprises the steps of lowering
the ladder and the discharge means of the device into the water; loosening the bed
material by rotating the cutting tool; carrying away dredged bed material onto the
carrier of the discharge means via the passage; and transporting the dredged bed material
by driving the carrier.
[0013] The increased efficiency of the inventive device compared to the known dredging cranes,
in particular at relatively large depths, is achieved by the fact that the present
invention makes a virtually continuous digging process possible. When using dredging
cranes, the digging process is only a part of the dredging cycle. This is due to the
fact that a relatively large proportion of the cycle is spent displacing (lifting,
slewing, easing) and dumping the dredged bed material and excavating bucket. As excavating
progresses to greater depths, the proportion of the digging process in the dredging
cycle gradually decreases and the dredging cycle thus becomes less efficient. Using
the present invention, it is in addition possible to achieve a significantly better
dredging tolerance compared to dredging cranes, which is very important, for example
when dredging tunnel trenches. In addition, due to the improved dredging tolerance,
the efficiency is increased further since overdredging of the floor is prevented.
[0014] The improved efficiency compared to the bucket dredger known from, for example,
US 1,540,276, in particular with relatively hard floors, is due to the fact that the drive for
the digging process and the drive for the (mainly vertical) transportation of the
dredged floor have been disconnected. With a bucket dredger, the available digging
capacity is relatively limited, since the forces for the digging process have to be
transmitted by the drive wheel of the bucket chain, by the bucket chain itself and
by each of the buckets in turn. Using larger digging capacities would require each
of these parts having to be made stronger, which would result in an excessively heavy
and expensive construction. A further advantage of the inventive device is that the
speeds of the rotating cutting tool (the rotational speed) and those of the discharge
means (the discharge speed) can be selected independently from one another. This further
increases efficiency.
[0015] In an embodiment of the invention, a device is provided in which the carrier of the
discharge means is provided with a covering. This has a positive effect in further
reducing the sediment spill.
[0016] In another embodiment of the invention, the device comprises a suction pipe which
is connected to pump means and which extends from the vessel up to the vicinity of
the inlet end of the discharge means. Such a suction pipe makes it possible to suck
up any bed material originating from the discharge means which has collected at the
location of the inlet end and discharge it to the vessel. In addition, the suction
pipe can also create a slight underpressure at the location of the inlet end and the
rotating cutting tool, creating an inflow by the cutting tool which can further reduce
the turbidity in the surrounding area. In order to achieve said effects, the cross
section of the suction pipe and the capacity and flow rate of the pump means can be
significantly lower than the cross section and capacity of a the suction pipe or pump
means which are common for a cutter dredger, for example less than 25%.
[0017] In yet another embodiment of the invention, a device is provided in which at least
one outlet end of the discharge means is provided with a scraping device. This makes
it possible to catch more sticky bed material, such as clay, as a result of which
the efficiency of the dredging process for this type of bed material is increased
further.
[0018] To this end, the mechanical drive of the carrier of the discharge means may comprise
any drive which is suitable therefor. A suitable embodiment of the device according
to the invention comprises a mechanical drive in the form of endless chains running
between two wheels, in which at least one wheel is drivable, and the carrier is connected
to the chains.
[0019] The carrier of the discharge means can also be chosen within wide limits, as long
as the discharge of dug-up bed material does not take place hydraulically, causing
substantial mixing with water. In this context, a suitable embodiment of the device
comprises a carrier in the form of a conveyor belt. Such a carrier makes it possible
to discharge dug-up bed material substantially continuously. In this case, it may
be advantageous, in particular, to make transportation at a relatively steep angle
possible if the conveyor belt is provided with retaining means for the bed material
on a load-bearing surface, such as for example V-shaped ribs.
[0020] It is advantageous to use an embodiment of the device according to the invention
in which the carrier comprises a series of buckets connected to the mechanical drive,
in particular for digging up bed material from a relatively great depth, in particular
from depths greater than 25 m from the water surface. This is due to the fact that
the discharge means can be placed at a relatively steep angle into the body of water
by means of such a carrier, as a result of which it is possible to reach greater depths
with the same length of the discharge means. Preferably, said buckets are of a relatively
lightweight design, as a result of which they cannot be used to dig up bed material,
but only to transport away the bed material which has been dug up by the cutter-wheel
dredger.
[0021] In a suitable embodiment, the device according to the invention comprises one cutting
tool which is rotatable about a horizontal axis, and in particular a cutter-wheel
dredger which comprises one wheel which is rotatably driven about a horizontal axis
and the outer circumference of which is provided with a series of excavating buckets
which are distributed over the circumference and whose inlet opening faces forward
in the direction of rotation, and in which the outer circumference of the wheel comprises
a passage for dug-up bed material. The axis of rotation of the wheel is substantially
horizontal, meaning that said axis runs parallel to the water surface. In this case,
the axis of rotation may be situated in the plane of the ladder to which the cutter-wheel
dredger is attached, but preferably extends at right angles to this plane. The cutting
tool can also cut in the direction of the axis of the ladder, but in such an embodiment,
it is necessary to arrange (inside the digging device) a relatively short mechanical
escalator means, such as for example an Archimedean screw part, in order to take the
dredged material up to the discharge means.
[0022] In an embodiment according to the invention, a device is provided which comprises
two cutting tools arranged on either side of the ladder, preferably cutter-wheel dredgers.
By means of such a device, it is possible, in certain circumstances, to increase the
production width, in particular if the cutting tools are moved across the underwater
bed in a direction which differs from the direction of their (common) axis of rotation.
In addition, more cutting tools also provide better screening and protection of the
discharge means.
[0023] A cutter-wheel dredger of an embodiment of the inventive device comprises a wheel
which is rotatable about a horizontal axis and is provided with a series of fitted
excavating buckets on the outer circumference. The number of excavating buckets can
be selected according to the circumstances and the latter are preferably evenly distributed
along the circumference. The excavating buckets may be in the form of buckets, with
excavating buckets which are substantially U-shaped in the radial cross section of
the wheel being preferred. In this case, the legs of the U shape adjoin said outer
circumference. Such excavating buckets lack a bottom, thus facilitating the discharge
of the dug-up bed material. For discharge purposes, a passage is provided in the outer
circumference, preferably along the entire length between the legs of the buckets,
which adjoins a collecting unit which extends into the wheel and which in turn adjoins
an inlet end of a discharge means, for example in the form of a number of driven buckets.
[0024] In operation, the cutting tool, preferably the cutter-wheel dredger, may rotate in
such a manner that the excavating buckets move from the bottom to the top, but it
is also possible that they operate in the opposite direction. During operation of
the device, the position of the vessel with the ladder to which the cutting tool is
attached has to be fixed in order to be able to excavate in an accurate manner. At
relatively shallow depths, the vessel can be anchored by lowering spud piles and/or
cables. At greater depths, for example more than 35 metres below the water surface,
the use of cables is preferred. The occurring reactive forces act (depending on the
direction of rotation of the rotating cutting tool) both in a downwards direction,
leading to a tendency to pull the vessel deeper into the water, and in a horizontal
direction, leading to a tendency to bring the cutting tool out of engagement with
the underwater bed to be treated. The horizontal reactive forces can usually be absorbed
in a satisfactory manner using spud piles, but at relatively great depths, the bending
moments acting on the spud pile become excessive, as a result of which it is no longer
economical to use spud piles. It has been found, that the device according to the
invention can also be stabilized in a satisfactory manner using cables.
[0025] A simple embodiment of the device according to the invention is characterized by
the fact that the ladder which can be positioned downwards at an angle from the vessel
into the body of water comprises the discharge means. The ladder and the discharge
means then form part of the same structure which, for example, comprises a truss structure,
in which the carrier of the discharge means is accommodated, preferably provided with
a covering.
[0026] In yet another embodiment of the invention, a device is provided in which the outlet
end of the discharge means adjoins a second discharge means which is situated on deck
of the vessel. This makes semi-continuous discharge of dug-up bed material possible,
which discharge is facilitated further by an embodiment in which the second discharge
means comprises a carrier which is driven by means of a mechanical drive.
[0027] A further embodiment of the device according to the invention comprises a device
in which the second discharge means extends in the transverse direction of the vessel,
and can be moved in translation in the transverse direction. It is then advantageous
if the device furthermore comprises a discharge vessel for the dug-up bed material
which is moored on at least one side of the vessel, in which an end of the second
discharge means adjoins a well of the discharge vessel.
[0028] Using the inventive device, it is possible to dig up an underwater bed in an efficient
and environmentally friendly way, in which an embodiment of the method according to
the invention is characterized by a method in which the vessel is anchored to the
underwater bed by lowering a spud pile from the vessel, and in which the cutter-wheel
dredger is moved across and into the bed by alternately shifting the vessel from port
to starboard using winches, in which case the vessel rotates about the spud pile and
the cutter-wheel dredger performs a lateral slewing movement.
[0029] In an alternative embodiment of the method according to the invention, the vessel
is anchored to the underwater bed by using anchors which engage with the bed and which
are connected to the vessel by means of anchor ropes, and the cutter-wheel dredger
is moved across and into the bed according to a path which is determined by the shifting
of the vessel by means of the anchor ropes.
[0030] Both methods make it possible to excavate an underwater bed without causing a large
amount of sediment spill. A further advantage of the device and method according to
the invention is the fact that the excavation can be performed to a very precise depth,
as a result of which the dug-up underwater bed will exhibit a relatively well-defined
and flat surface. This important advantage prevents the unnecessary supply of expensive
hydraulic engineering material. Thus, for example, the gravel bed required for the
foundation of a tunnel construction will require a smaller supply of gravel than is
the case with the known method.
[0031] The invention will now be explained in more detail with reference to the attached
figures without, incidentally, being limited thereto. In the figures:
Fig. 1 shows a diagrammatic side view of an embodiment of the device according to
the invention;
Fig. 2 shows a diagrammatic top view of another embodiment of the device according
to the invention; and finally
Fig. 3 shows a diagrammatic perspective view of an embodiment of a cutter-wheel dredger
according to the invention.
[0032] Referring to Figs.1 and 2, a device 1 is shown for dredging bed material 2 below
the water level 3. The illustrated embodiment comprises a vessel 4 which is anchored
to the underwater bed 2 by means of spud piles 5 (the rear spud piles 5 act as an
aid for anchoring the vessel temporarily). The vessel is furthermore provided with
a ladder 8 which is positioned downwards into the body of water 7 at an oblique angle
6. The ladder 8 comprises a truss structure which is constructed from mutually connected
tie members and compression members 80, and which is provided with one cutter-wheel
dredger 10 at its free end. However, it is also possible to provide the ladder 8 with
cutter-wheel dredgers 10 on either side. At its other end, the ladder 8 is connected
to the vessel 4 so as to be rotatable about a shaft 9. The ladder 8 can be rotated
about the horizontal axis by means of cables 11, which can be hauled in, for example,
using the winches present on deck (in which case the ladder 8 is pulled up and the
angle 6 reduced), or paid out (in which case the ladder 8 is lowered and the angle
6 increased).
[0033] The ladder 8 furthermore comprises a discharge means for the dug-up bed material
in the form of a carrier 13 for the bed material which is driven by means of a mechanical
drive 12. In the illustrated embodiment, the carrier 13 comprises a conveyor belt
which conveys dug-up bed material from the bottom to the top in the direction 14 indicated.
The conveyor belt is provided with a(n invisible) covering to further prevent sediment
spill. On the load-bearing (upper) surface, the conveyor belt 13 is provided with
V-shaped ribs 15 which prevent bed material from sliding downwards.
[0034] In the illustrated embodiment, the outlet end 130 of the conveyor belt 13 adjoins
a second discharge means in the form of conveyor belt 16. The latter is situated on
deck of the vessel 4 and extends in the transverse direction 17 of the vessel 4. The
conveyor belt 16 can preferably be moved in translation in the transverse direction
17, both to port and to starboard, as is diagrammatically illustrated by means of
the double arrow 18. The translation of the conveyor belt 16 makes it possible for
an end 180 of the conveyor belt 16 to adjoin the well 19 of a discharge vessel 20,
which is moored on one side of the vessel 4 and which can receive the dug-up bed material.
By means of the device according to the invention, dug-up, relatively dry bed material
can be transported to a treatment area by the discharge vessel 20 in a simple manner.
Due to the fact that the bed material is relatively dry, dumping it in the treatment
area will result in relatively little sediment spill. Thus, it is for example possible
to moor the discharge vessels 20 on a quayside and empty them by means of cranes.
[0035] Referring to Fig. 3, a cutter-wheel dredger 10 according to the invention will now
be described in more detail. The illustrated cutter-wheel dredger 10 is connected
to the bottom end of the ladder 8 by means of a supporting structure 105 and comprises
a wheel 102 which is rotatably driven about a horizontal axis 101 and which is provided
on its outer circumference with a series of excavating buckets 103 which are distributed
along the circumference and whose inlet opening 105 faces forwards (upwards) viewed
in the direction of rotation 104. In radial cross section (along plane 107), the excavating
buckets 103 of the wheel 102 are U-shaped, with the legs of the U shape adjoining
said outer circumference. The excavating buckets 103 are thus not provided with a
bottom, but taper slightly in order to make it more difficult for dug-up bed material
to fall out. In order to discharge the bed material present in the excavating buckets
103, a passage 106 is provided in the outer circumference of the wheel 102, preferably
along the entire length between the legs of the buckets 103, which passage 106 adjoins
a collecting unit 108 which extends into the wheel 102. The bed material is pushed
out of the excavating buckets 103 by a pushing lip 109 which extends substantially
along the peripheral direction of the wheel 102. The bed material pushed out of the
buckets 103 lands in the collecting unit 108 which in turn adjoins an inlet end 131
of the discharge means 13 which, in the embodiment illustrated in Fig. 3, has a carrier
in the form of a series of holders 132 connected to a mechanical drive, the mechanical
drive comprising endless chains 133 extending between two gear wheels (not shown),
in which case at least one gear wheel is driven.
[0036] The wheel 102 of the cutter-wheel dredger 10 is rotated about the axis 101 by means
of a rotary motor 110 in the illustrated direction 104, in which case the bottom edges
of the excavating buckets 103 come into contact with the underwater bed 2 and detach
material therefrom. This material is conveyed onto the deck of the vessel 4 in the
above-described manner via the driven holders 132 and, if desired, to the well 19
of the discharge vessel 20.
[0037] According to the invention, a method is provided in which the ladder 8 is lowered
under water by paying out the cables 11 until the cutter-wheel dredger 10 reaches
the bottom, in which case the ladder 8 will make a certain angle 6 with the horizontal
direction. The cutter-wheel dredger is then made to rotate by means of the rotary
motor 110, in which case bed material is detached and collected in the excavating
buckets 103. This bed material is discharged to the holders 132 via the passage 106,
which holders 132 then convey the dredged bed material onto the deck of the vessel
4 by means of the mechanical drive (12, 133).
[0038] In this case, the vessel 4 can be anchored to the underwater bed 2 by lowering spud
piles 5, in which case the cutter-wheel dredger 10 is moved across and into the bed
by alternately shifting the vessel 4 from port to starboard by means of anchor ropes
30 operated by winches (which are in turn anchored to the underwater bed 2 by anchors
31), in which case the vessel 4 rotates around the spud pile 5 and the cutter-wheel
dredger 10 performs a lateral slewing movement.
1. Device for dredging bed material under water, comprising a vessel which can be anchored
to an underwater bed and having a ladder which can be positioned downwards at an angle
into the body of water from the vessel and which is provided with at least one rotating
cutting tool at its free end, the cutting tool comprising a number of excavating elements
arranged around a common rotation axis, and having a passage for dug-up bed material
which adjoins an inlet end of a discharge means for the dug-up bed material, which
discharge means comprises a carrier for the bed material which is driven by means
of a mechanical drive, which carrier comprises two conveyor belts which rotate in
opposite directions of rotation across each other at the same time.
2. Device according to claim 1, in which the rotating cutting tool comprises a cutter-wheel
dredger, in which the cutter-wheel dredger comprises a wheel which is rotatably driven
about a horizontal axis and which is provided on the outer circumference with a series
of excavating buckets which are distributed along the circumference and whose inlet
opening faces forwards viewed in the direction of rotation, and in which the outer
circumference of the wheel comprises a passage for dug-up bed material, which passage
adjoins the inlet end of the discharge means.
3. Device according to claim 1 or 2, in which the carrier of the discharge means is provided
with a covering.
4. Device according to any one of the preceding claims, in which the device comprises
a suction pipe which is connected to pump means and which extends from the vessel
up to the vicinity of the inlet end of the discharge means.
5. Device according to any one of the preceding claims, in which at least one outlet
end of the discharge means is provided with a scraping device.
6. Device according to any one of the preceding claims, in which the mechanical drive
comprises endless chains running between two wheels, in which at least one wheel is
drivable, and the carrier is connected to the chains.
7. Device according to any one of the preceding claims 7, in which a conveyor belt is
provided with retaining means for the bed material on a load-bearing surface, such
as for example V-shaped ribs.
8. Device according to any one of the preceding claims, comprising two cutting tools
arranged on either side of the ladder.
9. Device according to any one of the preceding claims, in which the carrier comprises
a series of buckets which are connected to the mechanical drive.
10. Device according to any one of the preceding claims, in which the ladder which can
be positioned downwards at an angle from the vessel into the body of water comprises
the discharge means.
11. Device according to any one of the preceding claims, in which the outlet end of the
discharge means adjoins a second discharge means which is situated on deck of the
vessel.
12. Device according to claim 12, in which the second discharge means comprises a carrier
which is driven by means of a mechanical drive.
13. Method for dredging bed material under water by means of a device according to any
one of claims 1-12, comprising the following steps:
- Providing a device according to any one of claims 1-12;
- Lowering the ladder and the discharge means of the device under water;
- Detaching the bed material by rotating the cutting tool;
- Discharging dredged bed material up to the carrier of the discharge means via the
passage;
- Conveying the dredged bed material by driving the carrier.
14. Method according to claim 13, in which the vessel is anchored to the underwater bed
by lowering spud piles from the vessel, and the cutting tool is moved across and into
the bed by alternately shifting the vessel from port to starboard using winches, in
which case the vessel rotates about the spud pile and the cutting tool performs a
lateral slewing movement.
15. Method according to claim 13, in which the vessel is anchored to the underwater bed
by using anchors which engage with the bed and which are connected to the vessel by
means of anchor ropes, and the cutting tool is moved across and into the bed according
to a path which is determined by the shifting of the vessel by means of the anchor
ropes.
16. Method according to claim 15, in which the path is substantially straight.