EP3642421B1 - 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 PDF

Info

Publication number
EP3642421B1
EP3642421B1 EP18740330.8A EP18740330A EP3642421B1 EP 3642421 B1 EP3642421 B1 EP 3642421B1 EP 18740330 A EP18740330 A EP 18740330A EP 3642421 B1 EP3642421 B1 EP 3642421B1
Authority
EP
European Patent Office
Prior art keywords
suction
effluent
outlets
head
suction head
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP18740330.8A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3642421A2 (en
EP3642421C0 (en
Inventor
Roeland Frederik Johannes NEELISSEN
Mark Biesheuvel
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Baggermaatschappij Boskalis BV
Original Assignee
Baggermaatschappij Boskalis BV
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Baggermaatschappij Boskalis BV filed Critical Baggermaatschappij Boskalis BV
Publication of EP3642421A2 publication Critical patent/EP3642421A2/en
Application granted granted Critical
Publication of EP3642421B1 publication Critical patent/EP3642421B1/en
Publication of EP3642421C0 publication Critical patent/EP3642421C0/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • 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
    • 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

Definitions

  • 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.
  • 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.
  • 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 WO2010/112640 and US5603171 .
  • affluent fluid is fed back into the suction head under pressure through at least one pressure nozzle.
  • 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.
  • 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.
  • 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.
  • An aim of the present disclosure is to provide for a dredger having an alternative effluent recycling system.
  • An aim is to provide for a dredger having a recycling system for effluent which provides for an improved dredging process and preferably for less spilling of sediment.
  • An aim is to provide for a dredger having an improved efficiency.
  • An aim is to provide for an alternative method of dredging.
  • An aim is to provide for a method of dredging having an improved efficiency.
  • An aim is to provide for a method of dredging reducing spillage of sediment.
  • 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.
  • the effluent flowing from the said outlet openings may substantially prevent water surrounding said head being sucked into said suction space.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • the effluent may be injected into the suction space at a pressure substantially lower than the pressure of water jetted into the suction chamber.
  • 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.
  • 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.
  • an aim of the present disclosure is to replace at least part of such water normally sucked into the suction chamber during dredging by effluent returned from the vessel.
  • effluent my be returned such that substantially no water is sucked into the suction space from the environment of the suction head.
  • substantially all liquid in the dredging sludge sucked into the suction pipe may be resulting from returned effluent.
  • water injected into the suction space may also be formed by or at least comprise returned effluent.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • a vessel such as a dredging vessel
  • 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.
  • suction space and suction chamber are used as interchangeable, as having the same meaning.
  • 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.
  • trailing suction hopper 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.
  • 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 L low in the hopper.
  • Lower effluent level L low 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 L low .
  • 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.
  • 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.
  • the jets 16 are positioned at or near the level B, for example directly below the end 13 of the suction pipe 5.
  • the or each jet 16 has a jetting flow J with a main jetting flow direction J 1 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 J 2 , which may include an angle ⁇ with a jet direction J 1 of the at least one jet 16, for example an angle ⁇ of between 0 and 180 degrees, for example between 30 and 150 degrees, such as for example between 60 and 120 degrees.
  • the angle ⁇ can for example be close to or about 90 degrees.
  • the main outflow direction J 2 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.
  • the outlet or outlets 18 may be adjustable, especially for adjusting the main direction of flow J 2 and/or the pressure and/or the speed of flow thereof.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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 extend water from the surrounding body of water 21 to be sucked into said suction space 24.
  • 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.
  • both first and second outlets 18, 31 may be provided in a suction head 4.
  • 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.
  • the distribution system 33 may comprise a manifold for distributing recirculated effluent over different first outlets 18 and/or different second outlets 31.
  • first outlet 18 there can be a single first outlet 18, extending over a substantial part of the width W h 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 W h of the head 4, for example between 85 and 100% of said width W h .
  • 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.
  • 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.
  • having multiple first outlets 18 they may be individually adjustable or in one or more groups.
  • the length L 31 of said outlet 31 may be about 85% or more of said length L h of the head 4 , for example between 85 and 100% of said length L h .
  • 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.
  • 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.
  • having multiple first outlets 31 they may be individually adjustable or in one or more groups.
  • 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.
  • 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.
  • 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 .
  • 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.
  • 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.
  • 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 D 18 in the width direction of the head 4.
  • connecting channels 7A extending between the recirculation line 7 and the first outlets 18 have been indicated by striped lines.
  • 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.
  • the outlets 18 have a main direction of flow J 2 including an angle ⁇ with a main jet direction J 1 of the at least one jet 16.
  • Said angle ⁇ 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.
  • the main jet direction J 1 includes an angle ⁇ with a horizontal plane P of about 80 to 90 degrees.
  • the main direction of flow J 2 is directed towards the bottom 20 and towards the leading end 17 of the head 4.
  • the main direction of flow J 2 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.
  • the main direction of flow J 2 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.
  • effluent flowing from the first outlets is mainly prevented from flowing or being sucked directly into the suction pipe 5.
  • 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 in stead of or mixed with recycled effluent.
  • 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.
  • 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.
  • second outlets 31 are provided to the sides of the head 4, outside the suction space 24.
  • 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.
  • 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.
  • 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.
  • a further alternative embodiment is shown, in which second outlet or outlets 31 open(s) into a channel 34.
  • 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 provided for a more uniform flow of said effluent near said underside 35.
  • 3A and 4 , 4A and 4B two different embodiments are shown of a head 4.
  • first and second outlets 18, 31, 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.
  • 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.
  • 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.
  • 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.
  • 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 settled 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.
  • 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.
  • 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.
  • 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 %.
  • the angle y of the main flow direction J 2 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.
  • 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.
  • said effluent or water flow S may aid in releasing sediment from the bottom 20, further increasing efficiency of the suction head during use.
  • an advantage may be obtained that the pressure inside the chamber during use is not substantially influenced by said effluent sucked into said chamber.
  • 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.
  • the amount of recycled effluent through the outlets 18, 31, especially through the second outlets 31 can preferably be regulated.
  • 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.
  • 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.
  • 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.
  • 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%.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • effluent returned to the first and/or second outlets can be a mixture of water and sediment.
  • 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.
  • 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.
  • 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 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.

Landscapes

  • 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)
EP18740330.8A 2017-06-22 2018-06-21 Trailing suction hopper dredger having a recycle system for effluent and method for suction dredging Active EP3642421B1 (en)

Applications Claiming Priority (2)

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
PCT/NL2018/050398 WO2018236213A2 (en) 2017-06-22 2018-06-21 REAR SUCTION HOPPER DRAGUE WITH EFFLUENT RECYCLING SYSTEM AND SUCTION DRAWING METHOD

Publications (3)

Publication Number Publication Date
EP3642421A2 EP3642421A2 (en) 2020-04-29
EP3642421B1 true EP3642421B1 (en) 2023-08-30
EP3642421C0 EP3642421C0 (en) 2023-08-30

Family

ID=59923516

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18740330.8A Active EP3642421B1 (en) 2017-06-22 2018-06-21 Trailing suction hopper dredger having a recycle system for effluent and method for suction dredging

Country Status (10)

Country Link
EP (1) EP3642421B1 (nl)
KR (1) KR102652752B1 (nl)
AU (1) AU2018290176B2 (nl)
CA (1) CA3068202A1 (nl)
CO (1) CO2020000258A2 (nl)
ES (1) ES2957738T3 (nl)
MX (1) MX2019015858A (nl)
NL (1) NL2019109B1 (nl)
PL (1) PL3642421T3 (nl)
WO (1) WO2018236213A2 (nl)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB201814059D0 (en) * 2018-08-29 2018-10-10 Rotech Group Ltd Improved underwater device
CN113638457B (zh) * 2021-07-28 2022-09-16 江苏佳佩环保机械设备有限公司 一种耙吸式挖泥船用耙头

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL175211C (nl) * 1973-10-15 1984-10-01 Bos Kalis Westminster Inrichting en werkwijze voor het opzuigen van een grondsuspensie met een transportmedium.
US4412394A (en) * 1982-09-09 1983-11-01 Coker Earnest Z Dredging suction-jet head
JPS62164922A (ja) * 1986-01-13 1987-07-21 Mitsubishi Heavy Ind Ltd ドラグサクシヨン浚渫船
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 (de) 1994-02-21 1995-08-31 Krupp Foerdertechnik Gmbh Verfahren und Vorrichtung zum Absaugen von Gewässergrund
CN1053481C (zh) * 1996-06-07 2000-06-14 冶金工业部长沙矿冶研究院 大洋多金属结核水力式采集机构
BE1011285A3 (nl) 1997-07-17 1999-07-06 Dredging Int Sleepkop voor een sleephopperzuiger en werkwijze voor het baggeren met behulp van deze sleepkop.
BE1017861A3 (nl) * 2007-11-29 2009-09-01 Dredging Int Sleepkop van een sleephopperzuiger en werkwijze voor het baggeren met behulp van deze sleepkop.
ES2345869B1 (es) * 2009-04-03 2011-06-20 Centro De Investigaciones Submarinas, S.L. Sistema de circuito cerrado de agua para dragas de succion.
CN201794103U (zh) * 2010-07-09 2011-04-13 中交广州航道局有限公司 犁式耙头
GB2491570A (en) * 2011-05-28 2012-12-12 John Simon Blight Suction dredging head with water jets
ES2574495B1 (es) * 2014-12-18 2017-06-29 Centro De Investigaciones Submarinas, S.L. Sistema de circuito semi-cerrado de agua para dragas de succión

Also Published As

Publication number Publication date
NL2019109B1 (en) 2019-01-07
KR102652752B1 (ko) 2024-04-01
CA3068202A1 (en) 2018-12-27
WO2018236213A2 (en) 2018-12-27
EP3642421A2 (en) 2020-04-29
KR20200042462A (ko) 2020-04-23
CO2020000258A2 (es) 2020-04-24
MX2019015858A (es) 2020-08-06
EP3642421C0 (en) 2023-08-30
WO2018236213A3 (en) 2019-03-21
ES2957738T3 (es) 2024-01-24
PL3642421T3 (pl) 2023-12-04
BR112019027634A2 (pt) 2020-07-07
AU2018290176B2 (en) 2024-06-20
AU2018290176A1 (en) 2020-02-13

Similar Documents

Publication Publication Date Title
US5970635A (en) Jet agitation dredging system
US4943186A (en) Device for the displacement of sediment under water and process for the use of such a device
US4921605A (en) Apparatus to depollute bodies of water
EP3642421B1 (en) Trailing suction hopper dredger having a recycle system for effluent and method for suction dredging
JP2002159803A (ja) 集砂装置及び集砂方法
EP3271517B1 (en) Dredging apparatus and method of dredging
CA2159703A1 (en) Sediment relocation machine
US4819347A (en) System for removing submerged sandwaves
NL2022280B1 (nl) Trailing suction hopper dredger having a recycle system for effluent and method for suction dredging
TWI841799B (zh) 疏浚方法及設備及疏浚設備的用途
KR101384854B1 (ko) 침전지용 슬러지 배출장치
KR101588627B1 (ko) 어도가 형성된 가동보
TW201502048A (zh) 沙粒卸載系統及其方法
CN109208675B (zh) 挖泥船及其耙头结构
WO2011142186A1 (ja) バラストタンクの排砂装置及び排砂方法
IE60096B1 (en) Apparatus for underwater covering of a line, such as a pipeline and/or other objects, with loose material
BR112019027634B1 (pt) Draga de tremonha de sucção por arrasto com sistema de reciclagem de efluentes e método de dragagem por sucção
JP2008075384A (ja) けん引式水底土砂除去装置および水底土砂除去工法
JP2019523708A (ja) リターン及びシルト槽を備えたコレクタ、バブラー、並びに方法
JP2002266369A (ja) 浚渫工法および装置
US20080210639A1 (en) On-board system and method for treating a body of water
DE102007003729A1 (de) Verfahren und Vorrichtung zum Entfernen von Schlammablagerungen mittels Wasserstrahlen
JP2013151171A (ja) バラストタンクの排砂装置及び排砂方法
KR20240014831A (ko) 양식장용 무인 사료공급선
KR20120070632A (ko) 하천용 퇴적물처리장치

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20200106

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20210518

TPAC Observations filed by third parties

Free format text: ORIGINAL CODE: EPIDOSNTIPA

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20230320

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602018056414

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

U01 Request for unitary effect filed

Effective date: 20230929

U07 Unitary effect registered

Designated state(s): AT BE BG DE DK EE FI FR IT LT LU LV MT NL PT SE SI

Effective date: 20231026

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231201

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231230

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2957738

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20240124

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230830

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231130

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231230

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230830

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231201

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230830

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230830

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230830

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230830

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602018056414

Country of ref document: DE

U20 Renewal fee paid [unitary effect]

Year of fee payment: 7

Effective date: 20240521

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IE

Payment date: 20240619

Year of fee payment: 7

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20240621

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20240611

Year of fee payment: 7

26N No opposition filed

Effective date: 20240603