AU2018290176B2 - Trailing suction hopper dredger having a recycle system for effluent and method for suction dredging - Google Patents
Trailing suction hopper dredger having a recycle system for effluent and method for suction dredging Download PDFInfo
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- AU2018290176B2 AU2018290176B2 AU2018290176A AU2018290176A AU2018290176B2 AU 2018290176 B2 AU2018290176 B2 AU 2018290176B2 AU 2018290176 A AU2018290176 A AU 2018290176A AU 2018290176 A AU2018290176 A AU 2018290176A AU 2018290176 B2 AU2018290176 B2 AU 2018290176B2
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- suction
- head
- effluent
- suction head
- outlets
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9206—Digging devices using blowing effect only, like jets or propellers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/8833—Floating installations
- E02F3/8841—Floating installations wherein at least a part of the soil-shifting equipment is mounted on a ladder or boom
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9243—Passive suction heads with no mechanical cutting means
- E02F3/925—Passive suction heads with no mechanical cutting means with jets
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F7/00—Equipment for conveying or separating excavated material
- E02F7/04—Loading devices mounted on a dredger or an excavator hopper dredgers, also equipment for unloading the hopper
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Treatment Of Sludge (AREA)
- Jet Pumps And Other Pumps (AREA)
Abstract
Trailing suction hopper dredger, comprising a hopper and a suction pipe extending from the hopper, wherein a suction head is provided at an end of the suction pipe, and an outlet at an opposite end for disposing dredging sludge into the hopper. At least one jet pipe is connected to the suction head for jetting water into a suction chamber of the suction head through at least one jet and a recycle line is provided between the hopper and the suction head for feeding effluent from the hopper to the suction head. The recycle line has at least one outlet at side of, preferably at opposite sides outside the suction chamber, such that effluent flowing out of the said outlet is sucked into the said suction chamber and/or at least one outlet, opening into the suction chamber of the suction head, near a trailing end of the suction head.
Description
Trailing suction hopper dredger having a recycle system for effluent and method for suction dredging
The invention relates to trailing suction hopper dredgers having a recycle system for effluent. US3975842 discloses a trailing suction hopper dredger comprising a suction head carried by a suction pipe, with which soil can be sucked from a sea bottom and transported into a hopper of the vessel. Transport fluid is supplied to the suction head enclosure through a fluid pipe and is used for transporting the soil into the hopper. The transport fluid is separated from the soil in the hopper, as an effluent, and is recycled to the suction head enclosure to be used for further transport. In this system the fluid pipe opens into the suction head at a side opposite a side from which the soil with the transport fluid is sucked into the suction pipe. Inside the hopper a suction basket is provided, carried by a suspension mechanism with which an inlet of the suction basket is held in a position in which said effluent can be sucked into the suction basket whereas the soil can sink to the bottom of the hopper. Similar trailing suction hopper dredgers are known from for example W02010/112640 and US5603171. In these systems affluent fluid is fed back into the suction head under pressure through at least one pressure nozzle. By removing part of the transportation fluid as an effluent from the hopper the efficiency of the dredging process can be increased. More solid material can be received in the hopper and the stability of the vessel can be improved. By returning the effluent back to the suction head the fluid can again be used as a transportation fluid, which means that less water has to be sucked into the suction head from the surrounding sea. Moreover by recycling the transportation fluid the moment of overflow is suspended, and/or less overflow of effluent is necessary, which is advantageous for the environment, since the effluent as overflow will still comprise an amount of solids, especially fine grained solids. By preventing these solids to an extent from being disposed with the overflow, it is furthermore easier to meet environmental requirements and regulations.
It has been found that even with such systems still more sediment
is lost into the environment for the suction head than desirable. Moreover in
these system effectiveness and efficiency of suction and dredging may be lost
to some extent due to returning effluent. Hence there is a desire for an
alternative dredger or dredging method.
It is hoped that the present disclosure may: provide for a dredger
having an alternative effluent recycling system; provide for a dredger
having a recycling system for effluent which provides for an improved
dredging process and preferably less spilling of sediment; provide for a
dredger having an improved efficiency; provide for an alternative method of
dredging; provide for a method of dredging having an improved efficiency;
and/or provide for a method of dredging reducing spillage of sediment.
It is hoped that at least one of these and/or other aims may be
obtained with a dredger and/or method and/or dredger head according to the
present disclosure.
In an aspect a trailing suction hopper dredger according to the
disclosure can comprise a hopper and a suction pipe extending from the
hopper, wherein a suction head is provided at a distal end of the suction
pipe, and an outlet end at an opposite proximal end of the suction pipe for
disposing dredging sludge into the hopper. At least one jet pipe may be
connected to the suction head for jetting water into a suction chamber of the
suction head through at least one jet, preferably near a leading end of the
suction head. A recycle line may be provided between the hopper and the
suction head for feeding effluent from the hopper to the suction head.
In embodiments the recycle line may have at least one outlet,
provided outside the suction space of the suction head, especially to a side of the suction head. The at least one outlet may be designed and/or used such that effluent flowing out of the said outlet is sucked into the suction space of the suction head, limiting water surrounding said head being sucked into said space. In embodiments the effluent flowing from the said outlet openings may substantially prevent water surrounding said head being sucked into said suction space. Preferably at least one outlet opening is provided on either side of the head, more preferably a series of such outlets on either side or an elongated outlet. Surprisingly it has been found that by feeding effluent to an outside of the sides of the suction head, preferably relatively close to a lower edge of a side wall of the suction head or at least of a suction space thereof, may increase efficiency of the suction head. It will reduce or even prevent water from the surroundings of the head from being sucked into the said space, hence increasing the percentage of effluent in the flow of sediment, water and effluent, i.e. dredging sludge, relative to the percentage of water in said sludge being sucked into the suction pipe. In embodiments the flow of effluent at the sides of the suction head may be controlled such that the flow pattern of water, sludge and/or effluent within the suction head is not changed by such flow. In embodiments the recycle line may have at least one outlet, opening into the suction space of the suction head, near a trailing end of the suction head. In embodiments a dredging head may be used in which both at least one outlet is provided on a side of said head and at least one outlet opening into said space. In such embodiments preferably at least one distributor, for example a valve, is provided for directing effluent to the different outlets, such that either the or each outlet to a side of the head or the or each outlet opening into the suction space can be used or a combination thereof.
In embodiments in which during use returned effluent is injected into the suction space preferably the or each outlet opening into the said suction space has an injection direction including an angle with a jetting direction of jets jetting water into the suction space. Said water can be salt or fresh water and can at least partly be effluent. In embodiments during use the injection direction includes an angle between about 0 and 120 degrees with the jetting direction, for example between 0 and 90, such as for example between 45 and 90 degrees. The injection direction and the jetting directions may provide at least in part for a counter flow of water and effluent. In embodiments the pressure with which the effluent is injected during use into the suction space may be less than the pressure of the jets, preferably less than 50% of said pressure, more preferably less than 25%, even more preferably about 10% or less of said pressure. Surprisingly a relatively low pressure will result in a change of flow within the suction chamber which may increase efficiency and may reduce spillage of sediment from the rear side of the suction head. The outflow direction of one or more of the outlets may be adjustable. The pressure of effluent and/or the flow speed of effluent flow out of at least one of the outlets may be adjustable. In an aspect a method for suction dredging according to the disclosure can comprise jetting water into a suction chamber of a suction head and sucking dredging sludge from a water bottom using said suction head. The dredging sludge will be dumped into the hopper of a vessel. Effluent is separated out of said dredging sludge, wherein the effluent is returned to said suction head and expelled. In embodiments the effluent may be expelled from outlets outside the suction chamber of said head, close to an edge of said head near the water bottom. The effluent may be expelled such that during suction of sludge into and/or through the suction chamber the returned effluent is sucked into said chamber. In such embodiments the effluent may flow out of said at least one outlet at a pressure substantially equal to or just above water pressure surrounding the suction head.
An advantage of providing outlets to side of the suction head,
outside the suction chamber may be that pressure inside the suction
chamber is not substantially influenced by such flow, contrary to when such effluent would be fed into the suction chamber directly.
In embodiments additionally or alternatively effluent may be
ejected out of outlets, opening into the suction chamber near a trailing end
of the chamber, such that returned effluent is injected into the suction
chamber. Such effluent may be injected into said suction space at an angle
and/or in a direction including an angle with a jetting direction in which
said water is jetted into the suction chamber. In such embodiments the
effluent may be injected into the suction space at a pressure substantially
lower than the pressure of water jetted into the suction chamber. In
embodiments water may be jetted into the suction chamber at or close to a
lower edge of a leading side of the suction chamber whereas said effluent
may be injected into said suction space at or near a trailing side. In
embodiments the water jetted into said suction space may have a jetting
direction which intersects with an injection direction of at least one of said
outlets, such that in at least part of the suction chamber a counter flow is
obtained.
As discussed in suction dredging normally water is sucked into the
suction chamber from the environment of the suction head. The present
disclosure may replace at least part of such water normally sucked into the
suction chamber during dredging by effluent returned from the vessel. In
embodiments according to the present disclosure effluent may be returned
such that substantially no water is sucked into the suction space from the
environment of the suction head. In embodiments substantially all liquid in
the dredging sludge sucked into the suction pipe may be resulting from
returned effluent. In such embodiments water injected into the suction space may also be formed by or at least comprise returned effluent. In alternative embodiments effluent may be provided to the suction head such that still water is sucked into said suction chamber or such that more effluent is provided to the suction head than is sucked into the suction pipe. Feeding effluent into the suction chamber from a trailing end in a direction substantially towards a leading edge may have the advantage that such effluent flow aids in releasing sediment from the bottom, further increasing efficiency. In a hopper of the dredger or any other vessel receiving the dredging sludge effluent can be separated from the sludge by at least gravity, by allowing sediment in the sludge to sink and settle at a bottom of the hopper, allowing effluent, formed by water with relatively light sediment to accumulate above the settled sediment. In such dredger the recycle line may have an inlet end which is connected to a mechanism for raising and/or lowering said inlet end in said hopper, wherein the mechanism is preferably designed for moving the inlet up and down, depending on an effluent level in the hopper. The present disclosure is further directed to a suction dredging head for use in a dredger or method of the disclosure. In clarification of the disclosure, exemplary embodiments of a trailing suction hopper dredger, method and suction dredging head according to the invention will be further elucidated with reference to the drawings. In the drawings: Fig. 1 schematically shows, in top view, part of a dredger; Fig. 1A schematically shows part of a dredging assembly comprising lines and a dredging suction head; Fig. 2A schematically shows in cross sectional side view an embodiment of a suction dredging head connected to a suction pipe, showing very general and schematic a counter flow configuration resulting from jets near a leading end and effluent outlets near a trailing end of the suction head;
Fig. 2B schematically shows in cross sectional rear view an
embodiment of a suction dredging head connected to a suction pipe, showing
very general and schematic a side flow configuration resulting from effluent outlets at sides of the suction head;
Fig. 3 and 3A schematically partly show in top view and in cross
sectional side view along the line A - A in fig. 3 respectively, a configuration
of a suction head for counter flow;
Fig. 4, 4A and 4B schematically and partly show, in top view, in
cross sectional side view along the line B - B in fig. 4 and cross sectional
rear view along the line C - C in fig. 4A respectively, a configuration of a
suction head comprising effluent outlets to sides of the suction chamber;
Fig. 4C shows in perspective view a head comprising means for
counter flow and side outlets for side flow;
Fig. 5A schematically shows the main flow directions of the jets
and first outlets;
Fig. 5B schematically shows flows of sludge resulting mainly from
jetting water and flow of effluent from the first outlets, impinging forming
an impact area or line;
Fig. 6 schematically shows in side view, partly in cross section, a
head with side outlets and a diffusor.
In this description, identical or corresponding parts have identical
or corresponding reference numerals. In the drawings, embodiments are
given only as examples. The parts used there are mentioned merely an as
example and should not be construed to be limitative in any manner. Other
parts too can be utilized within the framework of the present disclosure.
In the present disclosure dredging sludge should be understood as
at least meaning a mixture of a liquid and solids, which may also be referred
to as sediment derived from a water bottom such as of a body of salt water, such as a sea or ocean, or of a body of fresh water such as a river or harbor, or a body of brackish water. The liquid can be water or effluent. Effluent should be understood as at least meaning water or a mixture of water and solids, preferably retrieved from dredging sludge of which preferably at least part of the sediment has been removed, for example but not limited to by gravity. Sediment can be any type of solid dredged, such as but not limited to sand, clay, rock, gravel, oar and combinations thereof. In this description water fed to and jetted out through jets into a suction head has to be understood as meaning at least water provided from the body of water directly or indirectly or effluent, or a mixture thereof. In the present disclosure a suction head should be understood as at least meaning a device comprising a suction chamber connected to a suction pipe, for sucking sediment released from a bottom as a sludge into the suction pipe. During use a pressure lower than the pressure in the surrounding water is obtained in the suction chamber, such that the dredging sludge is sucked into the suction pipe. Such suction head is during use moved, especially pulled along the bottom of a body of water, for removing sediment from the bottom. The sediment may be released from the bottom by at least jetting water or effluent against the bottom near a leading end of the suction head. Dredging sludge is commonly fed to a hopper of a vessel, such as a dredging vessel, by the suction pipe. In the hopper the dredging sludge is allowed to separate into sediment inking towards the bottom of the hopper and effluent which will form a fluid layer on top of the settled sediment. In this description suction space and suction chamber are used as interchangeable, as having the same meaning. In the present disclosure underpressure or reduced pressure will be understood as at least meaning pressure inside a space, for example a chamber or tube, which is lower than the pressure directly outside such space. Underpressure or reduced pressure may be sub-atmospheric pressure and can for example be a pressure prevailing in the suction chamber due to sucking by a pump in the suction pipe. In the present disclosure trailing suction hopper dredgers are disclosed. Such dredgers comprise a vessel with at least one suction head which during dredging is moved along the bottom of a body of water, behind or to a side of the vessel and hence trailing the vessel. The speed of the head along the bottom may for example be, but is not limited to in the order of decimeters to meters per second, for example about 0,5 m/sec. Fig. 1 schematically shows, in top view, a dredging vessel 1, comprising a hopper 2 for receiving dredging sludge 3. A suction head 4 is provided to be pulled along by the vessel 1 in the direction F. The suction head 4 is connected to the vessel 1 by at least one suction pipe 5. Further there may be at least one jet line 6 and at least one recycle line 7 connected to the head 4, as shown in fig. 1 and 1A, or the jet line 6 and recycle line 7 may be combined into one line, with a distributor for distributing the effluent over jets and outlets as will be described. The suction pipe 5 has an inlet end 8 connected to a suction chamber 24 of the suction head 4, and an outlet end 10 opening into the hopper 2. The recycle line 7 has an inlet end 11 which is connected to a mechanism 12 for raising and/or lowering said inlet end 11, and an opposite second end 13 connected to the suction head 4. The mechanism 12 is preferably designed for moving the inlet end 11 up and down, depending on a lower effluent level Li,, in the hopper. Lower effluent level Lio, in this disclosure should be understood as meaning a level within the hopper 2 at which effluent 14 rests on settled sediment 15 within the hopper 2. A pump 37 is provided in the recycle line 7, for example attached to the mechanism 12, for sucking effluent 14 from the hopper 2 above the lower effluent level Lio. The jet line 6 may be connected with a first end 9 to the head 4, especially to jets 16, whereas the opposite second end 9A may be connected to a pump 50 in a known manner, for supplying water sucked from the body of water in which the vessel 1 is present. Fig. 2A schematically shows in cross sectional side view an embodiment of a suction dredging head 4 connected to a suction pipe 5. The suction head 4 may have two side walls 22, and a curved top wall 23. The suction space or chamber 24 is generally enclosed between the side walls 22, the top wall 23 and a substantially open bottom side 52. At the trailing end 19 of the head 4 the top wall 23 has a lower edge 26, to be positioned close to the bottom 20 of the body of water 21, whereas the suction pipe 5 is connected to and opens into the suction chamber 24, at or above a level B preferably higher than the level A of the edge 25 when lower edges 26 of the side walls 22 are placed on a substantially flat part of e.g. the bottom 20. The side walls 22 may have a curved corner 27 at a leading end thereof. Fig. 2A very generally and schematically shows a counter flow configuration resulting from jetting flow J from jets 16 near the leading end 17 of the suction head 4 and first effluent outlets 18 near the trailing end 19 of the suction head 4. In the embodiment shown the jets 16 are positioned at or near the level B, for example directly below the end (13) of the suction pipe 5. In the embodiment shown the or each jet 16 has a jetting flow J with a main jetting flow direction J1 directed towards the bottom 20 of the body of water 21. The or each jet 16 may be provided such that over a substantial part of the width of the suction head 4 at or near the leading end 17 within the chamber 24 jet flow J is provided, releasing sediment out of and/or from the bottom 20. One or more first outlets 18 are provided at the trailing end 19, preferably relatively close to the lower edge 26. The outlets 18 open into the chamber 24. The or each outlet 18 provides during used for a flow S of effluent having a main outflow direction J2 , which may include an angle a with a jet direction J1 of the at least one jet 16, for example an angle a of between 0 and 180 degrees, for example between 30 and 150 degrees, such as for example between 60 and 120 degrees. The angle a can for example be close to or about 90 degrees. During use water and/or effluent jetted from the jets 16 will jet into the bottom 20 and flow along a curved portion 30 of the bottom obtained by said jetting, and flow towards the trailing side of the chamber 24, indicated in fig. 2A by flow E. The flow S from the or each outlet 18 will impede on the flow E, at least in part. This will substantially prevent sludge and more in particular sediment 15 to leave the suction chamber 24 at the trailing end 19, passing below the edge 25. This will therefore prevent or at least limit spillage of sediment and pollution of water surrounding the head 4. Preferably the main outflow direction J2 of the first outlet or outlets 18 is such that it is directed substantially away from an inlet opening 32 of the suction pipe 5 and/or at least during use has a pressure or speed of flow such that it will not flow directly into the said inlet opening 32. In embodiments the outlet or outlets 18 may be adjustable, especially for adjusting the main direction of flow J2 and/or the pressure and/or the speed of flow thereof. In embodiments the pressure of the effluent 14 flowing from the first outlet or outlets 18 may be substantially lower than the pressure of the water and/or effluent jetted from the jet or jets 16, preferably less than 50% of said pressure, more preferably less than 25%, even more preferably about 10% or less of said pressure. Surprisingly a relatively low pressure will result in a change of flow within the suction chamber 24 which may increase efficiency and may reduce spillage of sediment from the rear side of the suction head. By preventing the effluent 14 flowing from the first outlet or outlets 18 from flowing directly into the suction pipe 5 suction in the suction chamber 24 may be maintained at a desired level. Fig. 2B schematically shows in cross sectional rear view an embodiment of a suction dredging head 4 connected to a suction pipe 5. The head 4 generally may have a configuration as discussed in relation to fig.
2A. Fig. 2B shows very generally and schematically a side flow configuration
resulting from second effluent outlets 31 at sides 22 of the suction head 4,
more in particular outside the suction space 24.
As can be seen in fig. 2B the one or more second outlets 31 can be
provided, preferably at least one on either side of the head 4, for example against an outside of the side wall 22. The outlet 31 can be positioned such
that it opens substantially next to the lower edge 26. During use effluent 14
may be fed to the second outlets 31, through for example a recirculation line
7. The effluent will flow out of the outlets 31 preferably at low pressure, for
example about the same pressure as the pressure of the water surrounding
the head 4 or just above it. Reduced pressure inside the chamber 24
resulting from suction of dredging sludge into the suction pipe 5 will tend to
suck effluent 14 fed through the second outlets 31 into the suction space 24,
passing the lower edge 26 of the side wall 22. The flows of effluent 14 may
act as a curtain preventing to at least an extent water from the surrounding
body of water 21 to be sucked into said suction space 24. In embodiments
the flow from the second outlets 31 is controlled such that the flow pattern
within the suction space 24, which may also be referred to as suction
chamber 24, is substantially not influenced by said flow.
In embodiments both first and second outlets 18, 31 may be
provided in a suction head 4. Preferably then a distribution system 33 (fig.
4C) is provided in or for the recycling line 7, for dividing a flow of
recirculated effluent 14 fed by the recycling line 7 between the different
outlets 18, 31. All of the effluent may be fed to either the first outlets 18 or
the second outlets 31 or partly to both. In embodiments the distribution
system 33 may comprise a manifold for distributing recirculated effluent
over different first outlets 18 and/or different second outlets 31.
In embodiments there can be a single first outlet 18, extending over
a substantial part of the width Wh of the head 4, for example more than 50%
of said width, for example at least 75% of said width. The width W 18 of said outlet 18 may be about 85% or more of said width Wh of the head 4, for example between 85 and 100% of said width Wh. In embodiments there may be two or more first outlets 18, which may be distributed over the width Wh of the head 4, for example in a regular pattern along a line substantially parallel to rear side of the head 4. In such embodiments the main direction of flow of each first outlet may be chosen such that they are substantially parallel to each other, when viewed in top view. In embodiments the main direction of flow of the or each first outlet may be adjustable, for example by tilting or rotating the or each outlet 18. In embodiments having multiple first outlets 18 they may be individually adjustable or in one or more groups. In embodiments there can be a single second outlet 31 on each side of the head 4, extending over a substantial part of the length Lh of the suction chamber of the head 4, for example more than 50% of said length, for example at least 75% of said length. The length L3 1 of said outlet 31 may be about 85% or more of said length Lh of the head 4, for example between 85 and 100% of said length Lh. In embodiments there may be two or more second outlets 31, which may be distributed over the length Lh of the head 4, for example in a regular pattern along a line substantially parallel to the relevant side of the head 4. In such embodiments the main direction of flow of each second outlet may be chosen such that they are substantially parallel to each other, when viewed in top view. In embodiments the main direction of flow of the or each second outlet 31 may be adjustable, for example by tilting or rotating the or each outlet 31. In embodiments having multiple first outlets 31 they may be individually adjustable or in one or more groups. In embodiments the or each second outlet 31 may be formed by or open into a channel 34 extending alongside on outer face or side of the head, which channel 34 is substantially only open in a downward direction or underside 35.
In embodiments a series of jets 16 is provided, each jet preferably having a main direction of flow or jetting J, which is substantially downward, as is known in the art. Preferably jets 16 are distributed over the width W 24 of the suction chamber 24, preferably such that during use water jetted out of the jets 16 substantially covers the full width W 24 of the suction chamber 24 at a level where said jetted water hits the bottom 20 of the body of water for removing sediment from said bottom 20. Fig. 3 schematically shows in top view a head 4 connected to a suction pipe 5, a jet line 6 and a recirculation line 7. Fig. 3A shows the head 4 schematically in cross sectional side view along the line A - A in fig. 3. As can be seen in fig. 3A, jets 16 are provided below the inlet opening 32 or inlet end 8 of the suction pipe 5. A connecting line 6A connects the jet line or jet pipe 6 to the jets 16. To this end all jets 16 may be fed through the same connection line 6A or two or more such connecting lines 6A may be provided, each feeding one or more jets 16. In fig. 3 two such connecting lines 6A are provided, extending along opposite sides of the head4, which may for example each feed half of the number of jets 16. As can be seen in fig. 3A schematically water Wiet jetted from the jets 16 is forced against the bottom 20 with such force that sediment is dislodged from the bottom 20. The jet water Wjt with dislodged sediment will form a flow of sludge E mainly in the direction of the trailing end 19 of the head 4. At the trailing end 19 of the head first outlets 18 are shown, close to a lower edge 26. In the embodiment by way of example four such first outlets 18 are shown, at regular intervals D1 8 in the width direction of the head 4. In fig. 3 and 3A connecting channels 7A extending between the recirculation line 7 and the first outlets 18 have been indicated by striped lines. As discussed, each of the outlets 18 may be connected to the recirculation line directly or through a unit or distribution system 33, such as a manifold. As is schematically shown in fig. 5A, the outlets 18 have a main direction of flow J 2 including an angle a with a main jet direction J 1 of the at least one jet 16. Said angle a may for example be but is not limited to between 30 and 100 degrees, for example between 30 and 90 degrees, such as for example between 45 and 65 degrees. In the embodiment shown the main jet direction J1 .includes an angle B with a horizontal plane P of about 80 to 90 degrees. In the embodiment shown the main direction of flow J2 is directed towards the bottom 20 and towards the leading end 17 of the head 4. The main direction of flow J2 of the first outlets 18 in this embodiment includes or is set to include an angle y with the horizontal plane P for example between 30 and 60 degrees and provided for a flow of effluent in the suction chamber 24, for example along the bottom 20 countering the flow of sludge S. The flow of effluent from the first outlets 18 thus largely prevents sludge from spilling from the rear or trailing end 19 of the head 4. Preferably the main direction of flow J2 of the first outlets 18 is such that it intersects with the main direction of flow J1 of the jets 16 below the inlet end 8 of the suction pipe 5, preferably below the jets 16. Thus effluent flowing from the first outlets is mainly prevented from flowing or being sucked directly into the suction pipe 5. As is schematically shown in fig. 5B, an area SP where the flow of effluent from the first outlets 18 intersects with the flow S of sludge resulting largely from the flow of water and/or effluent jetted from the jets 16 may be referred to as an impact or propelling area or line, which extends preferably across substantially the width of the head 4 and preferably relatively close to the rear or trailing edge 25 of the suction chamber 24, which is also commonly referred to as visor of the head 4. Relatively close should in this respect be understood as at least meaning but not limited to within 50 % of the length of the suction chamber 4 measured from the trailing edge 25, preferably within about 25% of said length from the trailing edge, more preferably within about 10% of said length, wherein the length is measured as the shortest distance between the trailing and leading edges of the suction chamber 24.
The jet or jets 16 may be provided in an overhang 16A extending
into the suction space 24, such that the overhang 16A provides for a barrier
between the jets 16 and the inlet end 8 of the suction pipe 5. The counter
flow from the first outlets 18 improves efficiency of the suction head 4 and
reduces or even eliminates spillage of sediment from the suction chamber
24. By using effluent recycled from the hopper efficiency is even further
improved and spillage and pollution further reduced. However, part of all of
the counter flow from the first outlets 18 could also be obtained by using
water instead of or mixed with recycled effluent.
As shown by way of example in fig. 3 and 3A, the first outlets 18
can be mounted on a common rail 18A with which their position and
especially the main direction of flow J 2 can be adjusted, by rotation of said
rail 18A, for example around an axis substantially parallel to the trailing
end 19. Any suitable means can be used for initiating and control of such
rotation, such as for example a motor or a wire control 18B.
As can be seen in fig. 3A the jet flow and sludge flow E, together
with the counter flows of effluent will form an indentation or ditch 36 in the
bottom 20, where the sediment is removed. Within the suction chamber 24 a
partly circular current of sludge will occur, which will be directed to the
inlet end 8 of the suction pipe 5. Substantially all sludge will be sucked into
the suction pipe 5 and delivered to the hopper.
Fig. 4 schematically shows an embodiment of a head 4, in top view,
which is again connected to a suction pipe 5, a jet line 6 and a recirculation
line 7. In this embodiment second outlets 31 are provided to the sides of the
head 4, outside the suction space 24. In this embodiment two second outlets
31 are provided on either side of the head 4, opening into a channel 34
extending alongside an outer face or side of the head 4. Again connecting
channels 7A between the recirculation line 7 and the or each second outlet
31 are indicated schematically by striped line. The second outlets 31 on a
side may be individually connected to the recirculation line 7, or as a group.
Each channel 34 is open in a downward direction or underside 35, towards
the bottom 20. In this embodiment the channels 34 extend in a length
direction L of the head 4, especially of the suction chamber 24, over substantially the full length L of the suction chamber 24.
As can be seen in fig. 4A and, especially, fig. 4B below the
indentation or ditch 36 will extend below the open side 35 of the channel 34.
Effluent flowing from the outlets 31 will flow out of the channel 34 into the
suction chamber below the lower edge 26 of the relevant side wall 22, due to
inter alia a pressure inside the suction chamber 24 lower than in said
channels 34. The flow of effluent into the suction chamber may significantly
reduce or even prevent inflow of water into the suction chamber from the
surrounding body of water. Again this may increase efficiency of the suction
head 4 and reduce spillage of sediment. Again preferably recirculated
effluent is used for feeding through the second outlets, increasing efficiency
of the dredging process, although also water can be used or mixed with such
effluent.
In fig. 6 a further alternative embodiment is shown, in which
second outlet or outlets 31 open(s) into a channel 34. In said channel at least
one diffusor 34A for diffusing the flow of effluent flowing from the or each
second outlet 31. In embodiments by way of example the diffusor 34A can be
a plate 34B extending across the channel 34 and provided with series of
holes 34C allowing effluent to pass, distributing the effluent flow over the
outlet area of the channel 34 near the lower edge or underside 35. Such
diffusion may reduce the speed of the flow of effluent and/or may provide for
a more uniform flow of said effluent near said underside 35. In fig. 3, 3A and
4, 4A and 4B two different embodiments are shown of a head 4. It shall be
clear that these two embodiments can also be combined into one head 4,
having both first and second outlets 18, 31, as schematically shown in fig.4C, which in this embodiment has two first outlets connected to outlet ends 18D, and two second outlets 31 on either side, connected to outlet ends
31B. A distribution system or unit 33 can be provided for directing a flow of
effluent from the recirculation line 7 to one or more of the first outlets 18,
one or more of the second outlets 31 or a combination of the two. In embodiments third outlets 37 can be provided, for example next to or
replacing one or more of the first and/or second outlets 18, 31. Flow from
such third outlets can for example be different from that of the first and/or
second outlets, for example having a higher or lower debit, higher or lower
speed, more or less spread flow pattern, a different main direction of flow or
the like. In embodiments at least two series of second outlets 31 may
provided, wherein a series of third outlets is provided, for example between
or next to one of the at least two series of second outlets. During use effluent
may be expelled from the third outlets at a pressure different from the
second outlets and/or effluent may be expelled from the third outlets at a
speed different from the speed with which effluent is expelled from the
second outlets.
With a trailing suction hopper dredger with recirculation through
the head as disclosed a dredging method can be performed for example
comprising the steps of jetting water into a suction chamber of the suction
head, wherein dredging sludge is sucked from the water bottom using said
suction head. The dredging sludge is dumped into the hopper of a vessel,
wherein effluent is separated out of said sludge. The separation can be
obtained in any suitable way. For example by allowing the sediment to
settle at the bottom of the hopper, effluent rising to the surface of such
sediment forming a layer of effluent on top of the settled sediment. Other
methods can comprise filtering, centrifuging or the like known methods. The
effluent is returned to said suction head. At the suction head the effluent
may be expelled from outlets.
Such outlets can be outlets outside the suction chamber of said head, close to an edge of said head near the water bottom. During suction of sludge into and/or through the suction chamber or at least into the suction pipe the thus returned effluent is sucked into said chamber, at least in part. Such outlets can additionally or alternatively be outlets opening into the suction chamber such that returned effluent is injected into the suction chamber. Such injection is preferably at an angle and/or in a direction including an angle with a jetting direction in which said water is jetted into the suction chamber. Hence a counter flow is obtained in said suction chamber, preventing at least part and preferably substantially all sediment from spilling from the suction chamber at or near a trailing end of the head. In embodiments a large percentage of the volume of effluent returned to the head is sucked into the chamber, for example at least about 90 % of the volume of effluent returned to the head is sucked into the chamber, preferably at least 95 %, more preferably about 97 %. When using a configuration of a head 4 comprising means for arranging a counter flow in the suction chamber 24, for example by providing one or more first outlets 18, as for example shown in fig. 2A, 3 and/or 4C, the angle y of the main flow direction J2 of the outlets 18 may be set such that spillage of sludge or at least sediment passing the trailing end 19 of the head is minimized. The pressure at which the effluent or water is injected from the first outlets 18 may be regulated, for example depending inter alia on the pressure of the water jetted from the jets 16. The pressure of the effluent or water injected from the first outlets 18 may for example be below 25% of that of the pressure of water jetted from the jets 16, both measure at leaving the outlets 18 and jets 16 respectively. Preferably the said pressure is about 10% or less of that of the water jetted from the jets 16, such as for example 5% or less. By injecting effluent or water in counter flow to the flow of sludge E resulting from the water jetted from the jets 16 said effluent or water flow S may aid in releasing sediment from the bottom 20, further increasing efficiency of the suction head during use. When using a configuration of the head 4 comprising means for allowing recirculated effluent to be sucked into the suction chamber from sides of said space, i.e. not being injected into said space at pressures higher than the pressure prevailing in the said chamber, such as the second outlets 31, an advantage may be obtained that the pressure inside the chamber during use is not substantially influenced by said effluent sucked into said chamber. Inside the chamber 24 an under pressure, i.e. a pressure below the pressure in the body of water 21 at the level at which the head 4 is position is prevailing, actively induced by at least suction in the suction pipe 5, such that any material such as sludge is sucked out of said chamber into the suction head. Increasing said pressure by injecting effluent from the sides could negatively influence efficiency of the dredging process. During use the amount of recycled effluent through the outlets 18, 31, especially through the second outlets 31 can preferably be regulated. In suction heads known in the art without side outlets according to the present disclosure, during use a volume of water is sucked into the suction chamber per time unit, passing below lower edges of the side walls of the suction chamber, from the body of water in which the suction head is used. In the present disclosure at least part of that volume of water is replaced per time unit by recycled effluent. In embodiments the amount of effluent recirculated through the second outlets per time unit may be chosen such that it equals the said volume of water per time unit, thus substantially preventing water being sucked into said suction chamber. In embodiments the amount of effluent recirculated through the second outlets per time unit may be chosen such that it is less than the said volume of water per time unit, thus still allowing a volume of water being sucked into said suction chamber per time unit. For example the volume of effluent recycled through said second outlets 31 per time unit may be chosen in the order between 25 and 100% of said volume of water per time unit, for example between 50 and 100%. In embodiments the amount of effluent recirculated through the second outlets per time unit may be chosen such that it is more than the said volume of water per time unit, thus preventing water being sucked into said suction chamber per time unit and even allowing part of the effluent to be expelled into said body of water. For example the volume of effluent recycled through said second outlets 31 per time unit may be chosen in the order between 175 and 100% of said volume of water per time unit, for example between 150 and 100%. The return of effluent to the head 4, through the first outlets 18 and/or the second outlets 31, especially through the second outlets 31, as discussed here above can be controlled such that the amount of effluent per unit of time that is expelled through said outlets is controlled. For example in embodiments the return through the outlets, especially the second outlets 31 can be controlled such that substantially all of the effluent expelled through the second outlets 31 is sucked into the suction chamber 24. In embodiments the amount of effluent expelled through the outlets, especially the second outlets 31 can be controlled such that still some water is sucked into the chamber 24 with the effluent, but preferably the amount is controlled such that no additional water is sucked into the suction chamber. In embodiments the return through the outlets, especially the second outlets 31 can be controlled such that only part of the effluent expelled through the second outlets 31 is sucked into the suction chamber 24, the remaining part being expelled outside the suction head 4. This can be advantageous for returning solids to the bottom of the body of water which would otherwise be expelled by an overflow of the hopper at or near the surface of the body of water and would hence form a trail of effluent, especially solids in the water behind the vessel, polluting the water at least for a period of time in which the solids would sink to the bottom. By expelling the said part of the effluent and especially the solids therein directly to the bottom this is avoided. In embodiments effluent returned to the first and/or second outlets can be a mixture of water and sediment. In embodiments effluent returned to the first and/or second outlets can be sludge substantially as introduced into the hopper, that is substantially without allowing sediment to settle from it within the hopper. In embodiments effluent returned to the first and/or second outlets can be substantially water without any sediment such as remaining solids. During dredging instead of water also effluent as discussed can be jetted through some or all of the jets 16. Returned effluent can be expelled at least in part at two opposite sides of the head, preferably at a pressure substantially equal to or just above the water pressure surrounding the head, which pressure may be applicable directly above said at least one outlet. Returned effluent may be at least in part injected at a rear side of the head, seen in a direction of movement of the head, preferably at a pressure sufficient to impinge on a flow of sludge resulting from at least water jetting from the jets, in order to change a direction of flow thereof. In such methods water may be jetted into the suction chamber near a leading end of a lower side of the head, near the bottom. Returned effluent may be injected into said suction chamber near a trailing end, in a direction substantially towards the leading end. The invention is by no means limited to the embodiments shown and discussed, which are referred to by way of example only. Many alternatives are possible within the scope of the disclosure, including but not limited to combinations of embodiments or parts thereof as shown or discussed. For example the jets 16 can be fed with effluent or a mixture of effluent and water instead of with only water from the body of water. The orientation of the lines 5, 6 and/or 7 can be chosen differently. The second outlets 31 have been shown outside the suction space but they can also be placed in the side walls of the head or directly against in inside of said outer side walls, as long as they limit the amount of water sucked into the chamber, preferably close to zero, and more preferably also do not significantly influence the flow pattern of sludge and/or the pressure inside the chamber 24 during dredging. The head 4 can be pulled along the bottom by the vessel 1 and/or can be moved along the bottom by other means, for example self propelled. Effluent can be retrieved from a hopper different from the hopper into which the sludge is deposited, for example when dredging sludge having relatively light sediment which settles slowly.
In this specification, the term "comprising" is (and likewise
variants of the term such as "comprise" and "comprises" are) intended to
denote the inclusion of a stated integer or integers, but not necessarily the
exclusion of any other integer, depending on the context in which the term is
used.
It is also to be clearly understood that mere reference in this
specification to any previous or existing devices, apparatus, products,
systems, methods, practices, techniques, publications, patents, or indeed to
any other information, or to any problems or issues, does not constitute an
acknowledgement or admission that any of those things, whether
individually or in any combination, formed part of the common general
knowledge of those skilled in the field or is admissible prior art.
Claims (25)
1. Trailing suction hopper dredger, comprising a hopper and a suction
pipe extending from the hopper, wherein a suction head is provided at a distal
end of the suction pipe, and an outlet end at an opposite proximal end of the
suction pipe for disposing dredging sludge into the hopper, the suction head
having a leading end, a trailing end, and opposite lateral side walls, wherein
a recycle line is provided between the hopper and the suction head for
feeding effluent from the hopper to the suction head,
the recycle line is connected to the suction head,
at least one jet pipe is connected to the suction head for jetting water
into a suction chamber of the suction head through at least one jet, near the
leading end of the suction head towards a lower side of the suction chamber for
releasing sediment of a bottom of a body of water, and
the recycle line has at least one outlet at a lateral side of, preferably
opposite sides of, more preferably outside the suction chamber of the suction
head, especially to a side of the suction head, such that effluent flowing out of the
said outlet is sucked into the said suction chamber.
2. Trailing suction hopper dredger according to claim 1, wherein the
recycle line further has at least one outlet, opening into the suction chamber of
the suction head, near the trailing end of the suction head.
3. Trailing suction hopper dredger, comprising a hopper and a suction
pipe extending from the hopper, wherein a suction head is provided at a distal
end of the suction pipe, and an outlet end at an opposite proximal end of the
suction pipe for disposing dredging sludge into the hopper, the suction head
having a leading end, a trailing end, and opposite lateral side walls, wherein
a recycle line is provided between the hopper and the suction head for
feeding effluent from the hopper to the suction head,
the recycle line is connected to the suction head, at least one jet pipe is connected to the suction head for jetting water into a suction chamber of the suction head through at least one jet, near the leading end of the suction head towards a lower side of the suction chamber for releasing sediment of a bottom of a body of water, and the recycle line has at least one outlet, opening into the suction chamber of the suction head, near the trailing end of the suction head.
4. Trailing suction hopper dredger according to any one of claims 1 - 3,
wherein the recycle line has at least two outlets outside the suction chamber of
the suction head, especially at least one at each of opposite side of said head,
preferably a series of outlets at each of said sides.
5. Trailing suction hopper dredger according to any one of claims 1 - 4,
wherein the at least one outlet outside the suction chamber of the suction head,
especially to a side of the suction head, is or are positioned such that effluent
flowing out of the said outlet is sucked into the said suction chamber, preferably
limiting and more preferably substantially preventing water surrounding said
head being sucked into said suction chamber.
6. Trailing suction hopper dredger according to any one of claims 1 - 5,
wherein the recycle line has at least one outlet and preferably at least two outlets
opening into the suction chamber of the suction head, near a trailing end of the
suction head, preferably at an end of the suction head opposite a connection
between the suction pipe and the suction chamber of the suction head, where the
or each outlet has an outlet direction including an angle with a jet direction of the
at least one jet.
7. Trailing suction hopper dredger according to claim 6, wherein the
angle of the outlet direction of at least one outlet is adjustable.
8. Trailing suction hopper dredger according to any one of the preceding claims, wherein at least one further outlet is provided opening into said chamber,
preferably directly.
9. Trailing suction hopper dredger according to any one of the previous
claims, wherein the pressure of effluent flowing out of at least one of the outlets
is adjustable.
10. Trailing suction hopper dredger according to any one of the preceding
claims, wherein the layout of the suction pipe and outlets is such that during
dredging substantially no water is sucked into the suction chamber from a body
of water directly surrounding the suction head.
11. Trailing suction hopper dredger according to any one of the preceding
claims, wherein the suction head has a substantially open bottom side, defined by
at least a lower edge of a wall of said head, wherein the at least one outlet
outside the suction head is provided close to said edge.
12. Trailing suction hopper dredger according to any one of the preceding
claims, wherein the suction head comprises a suction chamber defined by at least
two sidewall parts, a front wall part, a rear wall part and a top, a suction opening
provided in the front wall part, opening into the suction pipe, wherein:
at least one outlet opening is provided adjacent a lower edge of each
sidewall part, at an outside thereof, and/or
at least one outlet opening is provided adjacent a lower edge of the rear
wall part.
13. Trailing suction hopper dredger according to any one of the preceding
claims, wherein
at least the recycle line and at least one outlet are designed for
expelling effluent at a pressure during use substantially equal to or slightly
above ambient pressure of water surrounding the suction head.
14. Trailing suction hopper dredger according to any one of the preceding
claims, wherein at a rear side of the head, extending between said two opposite
sides, at least one series of first outlets is provided, and at two opposite sides of
the head a series of second outlets is provided and wherein during use effluent is
expelled from the second outlets at a pressure the same as or lower than the
pressure at the first outlets and/or wherein during use effluent is expelled from
the second outlets at a speed the same as or lower than the speed at which
effluent is expelled from the first outlets.
15. Trailing suction hopper dredger according to claim 14, wherein two
series of second outlets are provided, wherein a series of third outlets is provided
between the two series of second outlets, wherein during use effluent is expelled
from the third outlets at a pressure different from the second outlets and/or
wherein effluent is expelled from the third outlets at a speed different from the
speed with which effluent is expelled from the second outlets.
16. Trailing suction hopper dredger according to any one of the preceding
claims, wherein the recycle line has an inlet end which is connected to a
mechanism for raising and/or lowering said inlet end, wherein the mechanism is
preferably designed for moving the inlet up and down, depending on an effluent
level and/or a sediment level in a hopper of the vessel.
17. Trailing suction hopper dredger according to any one of the previous
claims, wherein the at least one outlet, opening into the suction chamber of the
suction head, near a trailing end of the suction head is set such that during
dredging effluent expelled from said at least one outlet impinges on a flow of
sludge resulting from the jetting water relatively close to the trailing edge.
18. Method for trailing suction dredging, utilizing a suction head having a
leading end, a trailing end, and opposite lateral side walls, wherein water is
jetted into a suction chamber of the suction head, into the bottom of a body of water for releasing sediment and forming a dredging sludge, and wherein the dredging sludge is sucked from the water bottom using said suction head and dumped into a hopper of a vessel, wherein effluent is separated out of said sludge, the effluent is returned to said suction head and expelled, and the effluent is expelled from: outlets to at least one and preferably opposite lateral sides of, preferably outside, the suction chamber of said head, close to an edge of said head near the water bottom, such that during suction of sludge into and/or through the suction chamber the returned effluent is sucked into said chamber; and/or outlets opening into the suction chamber, near the trailing end of the suction head, such that returned effluent is injected into the suction chamber, preferably at an angle and/or in a direction including an angle with a jetting direction in which said water is jetted into the suction chamber.
19. Method according to claim 18, wherein at least about 90 % of the
volume of effluent returned to the head is sucked into the chamber, preferably at
least 95 %, more preferably about 97 % and/or wherein substantially no water is
sucked into the suction chamber from the body of water directly surrounding the
suction head.
20. Method according to claim 18 or 19, wherein returned effluent is
expelled at least in part at two opposite sides of the head, preferably at a
pressure substantially equal to or just above the water pressure surrounding the
head.
21. Method according to any one of claims 18 - 20, wherein returned
effluent is at least in part injected at a rear side of the head, seen in a direction of
movement of the head, preferably at a pressure sufficient to impinge on a flow of
sludge resulting from at least water jetting from jets, in order to change a
direction of flow thereof.
22. Method according to claim 21, wherein water is jetted into the suction
chamber near a leading end of the head, towards the bottom, and returned
effluent is injected into said suction chamber near a trailing end, in a direction
substantially towards the leading end.
23. Suction head for use in a dredger according to any one of claims 1 - 17
or in a method according to any one of claims 18 - 22,
the suction head having a leading end, a trailing end, and opposite lateral side
walls, wherein during use a recycle line is connected to the suction head for
feeding effluent from a hopper to the suction head,
wherein during use at least one jet pipe is connected to the suction
head for jetting water into a suction chamber of the suction head through at least
one jet, near the leading end of the suction head towards a lower side of the
suction chamber for releasing sediment of a bottom of a body of water, wherein
the recycle line has at least one outlet at a lateral side of, preferably
opposite sides of, more preferably outside the suction chamber of the suction
head, especially to a side of the suction head, such that effluent flowing out of the
said outlet is sucked into the said suction chamber.
24. Suction head according to claim 23, wherein the recycle line further
has at least one outlet, opening into the suction chamber of the suction head,
near the trailing end of the suction head.
25. Suction head for use in a dredger according to any one of claims 1 - 17
or in a method according to any one of claims 18 - 22,
the suction head having a leading end, a trailing end, and opposite lateral side
walls, wherein during use a recycle line is connected to the suction head, for
feeding effluent from a hopper to the suction head,
wherein during use at least one jet pipe is connected to the suction
head for jetting water into a suction chamber of the suction head through at least
one jet, near the leading end of the suction head towards a lower side of the
suction chamber for releasing sediment of a bottom of a body of water, wherein the recycle line has at least one outlet, opening into the suction chamber of the suction head, near the trailing end of the suction head.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NL2019109A NL2019109B1 (en) | 2017-06-22 | 2017-06-22 | Trailing suction hopper dredger having a recycle system for effluent and method for suction dredging |
| NL2019109 | 2017-06-22 | ||
| PCT/NL2018/050398 WO2018236213A2 (en) | 2017-06-22 | 2018-06-21 | REAR SUCTION HOPPER DRAGUE WITH EFFLUENT RECYCLING SYSTEM AND SUCTION DRAWING METHOD |
Publications (2)
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|---|---|
| AU2018290176A1 AU2018290176A1 (en) | 2020-02-13 |
| AU2018290176B2 true AU2018290176B2 (en) | 2024-06-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU2018290176A Active AU2018290176B2 (en) | 2017-06-22 | 2018-06-21 | Trailing suction hopper dredger having a recycle system for effluent and method for suction dredging |
Country Status (9)
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|---|---|
| EP (1) | EP3642421B1 (en) |
| KR (1) | KR102652752B1 (en) |
| AU (1) | AU2018290176B2 (en) |
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| GB201814059D0 (en) * | 2018-08-29 | 2018-10-10 | Rotech Group Ltd | Improved underwater device |
| CN113638457B (en) * | 2021-07-28 | 2022-09-16 | 江苏佳佩环保机械设备有限公司 | Drag head for drag suction dredger |
Family Cites Families (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL175211C (en) * | 1973-10-15 | 1984-10-01 | Bos Kalis Westminster | DEVICE AND METHOD FOR VACING A GROUND SUSPENSION WITH A TRANSPORT MEDIUM. |
| US4412394A (en) * | 1982-09-09 | 1983-11-01 | Coker Earnest Z | Dredging suction-jet head |
| JPS62164922A (en) * | 1986-01-13 | 1987-07-21 | Mitsubishi Heavy Ind Ltd | Drag-suction dredger |
| GB2235482B (en) * | 1989-08-29 | 1993-11-03 | Kaisya Ikikaihatu Yugen | Method of and apparatus for preventing diffusion of muddy water in sand/gravel gathering equipment |
| DE4405451A1 (en) | 1994-02-21 | 1995-08-31 | Krupp Foerdertechnik Gmbh | Method and device for suctioning off the bottom of water |
| CN1053481C (en) * | 1996-06-07 | 2000-06-14 | 冶金工业部长沙矿冶研究院 | Ocean polymetallic nodule hydraulic acquisition mechanism |
| BE1011285A3 (en) | 1997-07-17 | 1999-07-06 | Dredging Int | TOWING HEAD FOR A TOWING PISTON AND METHOD FOR DREDGING USING THIS TOWING HEAD. |
| BE1017861A3 (en) | 2007-11-29 | 2009-09-01 | Dredging Int | Towing head of a towing hopper and method for dredging using this towing head. |
| ES2345869B1 (en) * | 2009-04-03 | 2011-06-20 | Centro De Investigaciones Submarinas, S.L. | CLOSED WATER CIRCUIT SYSTEM FOR SUCTION DRAGES. |
| CN201794103U (en) * | 2010-07-09 | 2011-04-13 | 中交广州航道局有限公司 | Plough type drag head |
| GB2491570A (en) * | 2011-05-28 | 2012-12-12 | John Simon Blight | Suction dredging head with water jets |
| ES2574495B1 (en) * | 2014-12-18 | 2017-06-29 | Centro De Investigaciones Submarinas, S.L. | SEMI-CLOSED WATER CIRCUIT SYSTEM FOR SUCTION DRAGES |
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- 2017-06-22 NL NL2019109A patent/NL2019109B1/en active
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2018
- 2018-06-21 AU AU2018290176A patent/AU2018290176B2/en active Active
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| CO2020000258A2 (en) | 2020-04-24 |
| EP3642421C0 (en) | 2023-08-30 |
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| NL2019109B1 (en) | 2019-01-07 |
| BR112019027634A2 (en) | 2020-07-07 |
| CA3068202A1 (en) | 2018-12-27 |
| KR20200042462A (en) | 2020-04-23 |
| KR102652752B1 (en) | 2024-04-01 |
| EP3642421A2 (en) | 2020-04-29 |
| EP3642421B1 (en) | 2023-08-30 |
| PL3642421T3 (en) | 2023-12-04 |
| ES2957738T3 (en) | 2024-01-24 |
| WO2018236213A3 (en) | 2019-03-21 |
| MX2019015858A (en) | 2020-08-06 |
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