WO2023068942A1 - Dredging system and method for dredging - Google Patents
Dredging system and method for dredging Download PDFInfo
- Publication number
- WO2023068942A1 WO2023068942A1 PCT/NO2022/050238 NO2022050238W WO2023068942A1 WO 2023068942 A1 WO2023068942 A1 WO 2023068942A1 NO 2022050238 W NO2022050238 W NO 2022050238W WO 2023068942 A1 WO2023068942 A1 WO 2023068942A1
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- WO
- WIPO (PCT)
- Prior art keywords
- dredging
- granular material
- robot
- docking station
- dredging robot
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000008187 granular material Substances 0.000 claims abstract description 144
- 238000003032 molecular docking Methods 0.000 claims abstract description 116
- 239000012530 fluid Substances 0.000 claims description 61
- 230000008878 coupling Effects 0.000 claims description 22
- 238000010168 coupling process Methods 0.000 claims description 22
- 238000005859 coupling reaction Methods 0.000 claims description 22
- 238000010008 shearing Methods 0.000 claims description 16
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- 238000005065 mining Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 4
- 239000002002 slurry Substances 0.000 claims description 4
- 238000004873 anchoring Methods 0.000 claims description 3
- 238000005461 lubrication Methods 0.000 claims description 3
- 239000002245 particle Substances 0.000 description 9
- 230000001276 controlling effect Effects 0.000 description 6
- 238000009412 basement excavation Methods 0.000 description 5
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000007667 floating Methods 0.000 description 2
- 238000005188 flotation Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- -1 silt Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000013077 target material Substances 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 239000002028 Biomass Substances 0.000 description 1
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- 230000003247 decreasing effect Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000005243 fluidization Methods 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 229930195733 hydrocarbon Natural products 0.000 description 1
- 150000002430 hydrocarbons Chemical class 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
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- 239000002184 metal Substances 0.000 description 1
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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
-
- 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
- E02F3/8858—Submerged units
- E02F3/8866—Submerged units self propelled
-
- 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
-
- 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
- E02F3/905—Manipulating or supporting suction pipes or ladders; Mechanical supports or floaters therefor; pipe joints for suction pipes
-
- 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
- E02F3/907—Measuring or control devices, e.g. control units, detection means or sensors
-
- 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
- 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
- E02F3/9256—Active suction heads; Suction heads with cutting elements, i.e. the cutting elements are mounted within the housing of the suction head
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/28—Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways
- E02F5/287—Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways with jet nozzles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F7/00—Equipment for conveying or separating excavated material
- E02F7/005—Equipment for conveying or separating excavated material conveying material from the underwater bottom
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C50/00—Obtaining minerals from underwater, not otherwise provided for
Definitions
- the present disclosure is concerned with dredging of granular materials and in particular with a dredging system and method for dredging.
- Dredging or excavation of granular material from a granular material mass that is partially or completely submerged under a fluid may be required in various settings. Regular dredging may, for instance, be required to keep shipping lanes open, to keep industrial basins free from accumulated granular material, or to remove accumulated granular materials from behind a dam.
- Seafloor mining may require the excavation of granular material to retrieve desired materials. Reinforcement of vulnerable coastlines, or the construction of artificial islands requires the excavation of large granular material volumes, usually from locations further offshore.
- the anchoring of (partially) submerged equipment may require excavation of holes or trenches in a seafloor comprising granular material.
- dredging of large granular material volumes may be required to release a stranded vessel in shallow waters.
- Known dredging equipment may be mounted on vessels, such as barges or purpose-built dredging ships. The dredging equipment may then be brought to a dredging location by the vessel. During dredging, the vessel stays in place at the dredging location or moves along with the ongoing dredging operation.
- a downside of vessel-mounted dredging is that the vessel may partially or completely block the dredging location for marine traffic. In a harbor basin or in a narrow waterway, for instance, decreased accessibility may lead to a negative economic impact. Some dredging locations may not even be accessible by vessel-mounted dredging equipment, as the dredging location may be too deep or too shallow.
- a further downside of vessel-mounted dredging are the associated logistics and costs.
- a vessel-based dredging system usually requires an operating crew to man the vessel and I or the dredging equipment. Thereby, dredging may be costly and require complicated logistics, especially for dredging operations that last long or take place in remote locations. In areas where dredging is only intermittently required, the vessel-mounted dredging equipment and its operating crew must be brought into place before a dredging operation commences, thereby further complicating logistics.
- the present disclosure concerns a dredging system according to claim 1.
- the present disclosure also concerns the use of a dredging system according to claim 18 and a method for dredging according to claim 19.
- Figure 1 A schematically shows a dredging system according to a first embodiment, comprising a bottom crawler.
- Figure 1 B schematically shows an alternative dredging system according to the first embodiment, comprising a submersible drone.
- FIG. 2 schematically shows a docking station according to the invention.
- Figure 3A schematically shows a side view of a dredging robot according to the invention.
- Figure 3B schematically shows a front view of dredging robot according to the invention.
- Figure 4A schematically shows one flow configuration according to the invention.
- FIG. 4B schematically shows another flow configuration according to the invention.
- Figure 5A schematically shows a dredging system according to a second embodiment, comprising an umbilical line.
- Figure 5B schematically shows an alternative dredging system according to the second embodiment, comprising an umbilical line including a power line.
- Figure 6 schematically shows a dredging system with multiple docking stations according to the invention.
- Figure 7 schematically shows a dredging system with a docking station with several docking couplings according to the invention.
- Figures 1A and 1 B schematically show a dredging system for removing submerged granular material 1 from a bottom surface, according to a first embodiment of the invention.
- the submerged granular material 1 may be partially submerged, or completely submerged, under a fluid 2.
- the fluid 2 may comprise seawater, fresh water, wastewater, liquid or gaseous hydrocarbons, an industrial fluid, a liquid-gas mixture, a gas, or any combinations thereof.
- the granular material 1 may comprise clay, silt, sand, gravel, or mixtures thereof.
- the granular material 1 may comprise particles comprising metal, plastics, biomass, wood, food materials, ceramics, concrete, glass, minerals, crystalline materials, composites, or combinations thereof.
- the granular material 1 may comprise sand and the fluid 2 may comprise sea water.
- the dredging system comprises a dredging robot 3, for removing granular material, and a docking station 4, for offloading removed granular material from the dredging robot 3.
- the removed granular material may comprise a mixture of granular material 1 and fluid 2.
- the dredging robot 3 may comprise a bottom crawler, see fig. 1A. A bottom crawler is configured to drive over the bottom surface.
- the dredging robot 3 may comprise a submersible drone, see fig. 1 B, such as an ROV. A submersible drone is configured to dive within the fluid 2.
- a dredging robot in combination with a docking station, positioning of vessel-mounted dredging equipment at the dredging location may be avoided, thereby avoiding cumbersome logistics. Further advantageously, in dredging locations with marine traffic, said marine traffic may continue uninterrupted.
- the docking station 4 is attached to the bottom surface.
- the docking station 4 may be partially or completely submerged in the fluid 2.
- the docking station 4 may comprise a base 4b.
- the base 4b may be partially or completely embedded in the bottom surface (fig. 1A) or may rest on the bottom surface by its own weight.
- the docking station 4 may comprise an anchor line (striped line in fig. 1 B), where the anchor line is attached to the bottom surface. In the latter case, the docking station 4 may be held up-right by a float (fig. 1 B).
- the docking station 4 may be positioned at a distance from the dredging location.
- the docking station 4 may be positioned at the dredging location. This may be advantageous for dredging operations requiring continuous removal of granular material or the removal of large volumes of granular material, such as during the construction of an artificial island or during seafloor mining.
- the docking station 4 may comprise a control valve 4c, for controlling the flow of removed granular material therethrough.
- the docking station 4 may further comprise one or more filters 4d, for filtering the removed granular material.
- the docking station comprises a housing 4e.
- the housing may comprise a metal material, such as a stainless steel, or a composite material, such as a polymer-metal composite or a glass fiber-polymer composite.
- the docking station 4 may comprise at least one sensor 4f and optionally a control unit 4g.
- the at least one sensor 4f may comprise a pressure sensor, a proximity sensor, a sonar, a temperature sensor, a flow meter, and I or an optical sensor.
- the pressure sensor may monitor fluid pressure within the docking station or externally to the docking station 4.
- the proximity sensor may monitor proximity of the dredging robot 3 to the docking station 4.
- the optical sensor may comprise one or more underwater cameras.
- the temperature sensor may monitor the temperature within the docking station or externally to the docking station 4.
- the flow meter may monitor fluid flow velocities within the docking station or externally to the docking station 4.
- the docking station 4 may further comprise one or more floodlights 4h, for improving visibility for the underwater cameras.
- the control unit 4g comprises a CPU, a communications module, and a memory unit.
- the control unit 4g may send sensor signals to a remote command center and receive command signals from the remote command center.
- the control unit 4g may receive sensor signals from the dredging robot 3 and I or send control signals to the dredging robot 3.
- the control unit 4g may, for instance, obtain sensor signals from the at least one sensor 4f, and send command signals to the dredging robot 3, based on the obtained sensor signals.
- the control unit may send warning signals to the remote command center, based on sensor signals received from the dredging robot 3 or from the at least one sensor 4f.
- the docking station 3 may further comprise an analysis unit 4i, for monitoring physical and I or chemical properties of the removed granular material, of the fluid and I or of the environment surrounding the docking station.
- the analysis unit 4i may, for instance, determine average particle diameters, particle densities, the presence of contamination, and / or the presence of target materials, such as minerals.
- the dredging system further comprises a riser pipe 5, for transporting removed granular material from the docking station 4 to a remote location.
- the remote location may comprise a fixed or mobile basin for granular material, such as a floating basin, a seafloor basin, a vessel-based basin, a vehiclebased basin, or an onshore basin.
- removed granular material may be transported in the mobile basin to a location for further use, for processing, for filtering, or for disposal.
- the remote location may comprise a construction location or a deposit location.
- removed granular material may thereby be brought directly to the location where it is utilized as construction material or to the location where it is temporarily or permanently disposed.
- the riser pipe 5 may be flexible.
- the riser pipe 5 may comprise a power line 5a (dash-dotted line in fig. 2), for supplying electrical power to the docking station 4.
- the riser pipe 5 may further comprise a communications line 5b, for sending and receiving communication and control signals to and from the docking station 4.
- the communications line 5b may, for instance, comprise an optical fiber cable.
- the riser pipe 5 may comprise one or more control valves 5c, for regulating the flow of removed granular material therethrough.
- the dredging system may comprise conveying means 5d for conveying removed granular material through the riser pipe 5, from the docking station 4 to the remote location.
- the conveying means 5d may be integrated in the submerged docking system 4, may be located onshore or may be mounted on a vessel.
- the conveying means 5d may comprise a slurry pump.
- the conveying means 5d may comprise a venturi system comprising an eductor, or a gas-lift system comprising a compressor.
- the conveying means 5d may comprise a booster pump.
- removed granular material can be conveyed through the riser pipe from large fluid depths.
- the dredging robot 3 comprises propulsion means 3a.
- the propulsion means 3a may be driven by one or more electrical motors (not shown), thrust motors, or underwater jet motors.
- the propulsion means 3a comprise one or more endless belts, or a plurality of wheels.
- a bottom crawler may carry a heavy granular material load from the dredging location to the docking station. Further advantageously, a bottom crawler may access both submerged, partially submerged, or non-submerged dredging locations.
- the propulsion means 3a comprise one or more propellers, screws, thrust motors, and I or underwater jet motors.
- the submersible drone may further comprise at least one rudder and I or one or more fins and optionally, a ballast system for adjusting the buoyancy of the underwater drone.
- a submersible drone provides increased maneuverability, allowing the dredging robot to move freely over obstacles on the bottom surface. Further advantageously, a submersible drone may more easily be brought to the surface, for instance for maintenance purposes.
- the dredging robot 3 comprises at least one suction head 3b, for removing granular material by means of suction.
- the at least one suction head 3b may be mounted on a robotic arm 3d.
- the suction head can thereby be precisely controlled and I or placed over the granular material that is to be removed.
- the at least one suction head 3b may be mounted in a fixed manner to the dredging robot 3.
- the at least one suction head 3b may be positioned on the front side of the dredging robot 3.
- the at least one suction head then removes granular material before the dredging robot moves over a location.
- the at least one suction head 3b may be positioned on the rear side of the dredging robot 3.
- granular material may then first be loosened (described below) while the dredging robot moves over the granular material before the granular material is removed by the suction head.
- the at least one suction head 3b may be positioned on the lateral side/s of the dredging robot 3, and I or on the underside of the dredging robot 3.
- the dredging robot 3 may comprise a control unit 3g, configured for operation of the dredging robot 3 by remote control, semi-autonomously and I or autonomously.
- the control unit 3g may comprise one or more CPUs.
- the control unit 3g may further comprise communication means, for communicating with the docking station 4 and I or with a remote command center.
- the remote command center may be vessel-based or onshore-based.
- the dredging robot 3 may further comprise an underwater positioning system (not shown).
- the underwater positioning system is coupled to the control unit 3g.
- the underwater positioning system may comprise a doppler based system, an ultra-short baseline system, or an underwater GPS.
- the dredging system may further comprise one or more beacons or navigation nodes for the underwater positioning system. The beacons may be placed at different intervals between the docking station 4 and the dredging location.
- the dredging robot 3 may further comprise at least one sensor (not shown), such as a pressure sensor, a gyroscope, a temperature sensor, a sonar, a depth sensor, and I or an optical sensor.
- the optical sensor may preferably comprise one or more underwater cameras.
- the dredging robot 3 may further comprise one or more floodlights (not shown), for improving visibility for the underwater cameras and I or visibility of the dredging robot 3.
- the at least one sensor is coupled to the control unit 3g.
- the control unit, the underwater positioning system and the at least one sensor allow the dredging robot to navigate over the bottom surface and I or within the fluid 2 and optionally to dock at the docking station 4.
- the control unit 3g may be configured to send warning signals to a remote command center, based on data received from the underwater positioning system and I or the at least one sensor. Thereby, a remote operator may be warned of a malfunctioning, a maintenance requirement, or an operational issue.
- the dredging robot 3 may further comprise an analysis unit (not shown), configured to monitor physical and I or chemical properties of the granular material 1 and I or the fluid.
- the analysis unit may, for instance, be configured to determine average particle diameters, particle densities, particle shapes, the presence of contamination, and I or the presence of target materials, such as minerals.
- the dredging robot 3 may comprise one or more shearing elements 3i, for loosening of the granular material 1.
- the one or more shearing elements 3i may comprise passive shearing elements, such as teeth, blades, or knives. Alternatively, or additionally, the one or more shearing elements 3i may comprise active shearing elements, such as rotating blades, vibrating elements, spiked rollers, or nozzles for emitting high-pressure fluid jets.
- the active shearing elements may be configured to be driven in a vibrating, pulsating, or a rotating motion.
- the active shearing elements may be driven electrically or hydraulically.
- the one or more shearing elements may be retractable shearing elements, such as retractable blades.
- Deployment of the retractable blades may be driven electrically or hydraulically.
- the one or more shearing elements can thereby be deployed when needed and retracted when not needed.
- the one or more shearing elements 3i may be provided on the suction head and / or on a separate arm, mounted to the dredging robot 3.
- the arm may be a robotic arm, configured to control the movement of the one or more shearing elements 3i.
- the arm may be a static arm.
- the dredging robot 3 may further comprise one or more fluidizing nozzles, for emitting pressurized fluid into the granular material to thereby fluidize and loosen the granular material.
- fluidized granular material is more easily removed through the suction head.
- the one or more fluidizing nozzles may be mounted on the suction head 3b.
- the one or more fluidizing nozzles may, for instance, be placed within the suction head 3b, on the outside of the suction head 3b, and I or on one or more arms, protruding from the suction head 3b.
- the one or more fluidizing nozzles may be placed elsewhere on the dredging robot 3, such as on one or more arms, protruding from the dredging robot 3.
- fluidization of the granular material may thereby be controlled as required, achieving a more efficient removal of granular material.
- the one or more fluidizing nozzles may be connected to a fluid inlet and a pump (described below), for providing and pressurizing the fluid emitted from the fluidizing nozzles.
- the fluid inlet may be coupled to an external fluid source. Alternatively, the fluid inlet may be configured to take in fluid from the surrounding fluid 2.
- the pressurized fluid emitted by the fluidizing nozzles may comprise wastewater contained in the basin.
- the dredging robot 3 may further comprise a release system 3j, for releasing the dredging robot 3 when it becomes immobilized.
- the release system may include an inflatable bag, an inflatable floatation device, a hydraulic release element, or one or more nozzles for emitting a high-pressure jet.
- the inflatable bag may be located on the underside of the dredging robot 3.
- the inflatable bag is configured to push the dredging robot 3 away from the bottom surface during inflation, thereby releasing the dredging robot 3 from the bottom surface.
- the inflatable flotation device may be located at the sides or top of the dredging robot 3.
- the inflatable flotation device when inflated, is configured to provide lift to the dredging robot 3, to thereby release the dredging robot 3 from the bottom surface.
- the dredging system may comprise a source of compressed gas to inflate the inflatable bag or inflatable floatation device.
- the source of compressed gas may comprise a compressed gas holder, incorporated in the dredging robot 3.
- the hydraulic release element may comprise one or more hydraulically operated arms, located at the sides and I or the underside of the dredging robot 3. The hydraulically operated arms are configured to push the dredging robot 3 away from the bottom surface, when deployed, to thereby release the dredging robot 3 from the bottom surface.
- the dredging robot 3 may comprise multiple suction heads 3b, as schematically shown in fig. 3B.
- the multiple suction heads 3b may be positioned on the same side of the dredging robot 3 or on different sides.
- one or more suction heads may be positioned on the front side and one or more suction heads 3b may be positioned on each lateral side of the dredging robot 3, see fig. 3.
- a broad area can thereby be covered at once, allowing a large volume of granular material to be removed.
- one or more suction heads 3b may be positioned on the front side and one or more suction heads 3b may be positioned on the rear side of the dredging robot 3.
- double suction can thereby be applied to the same location over which the dredging robot moves.
- the multiple suction heads may be positioned on one or both lateral sides of the dredging robot 3 and I or at the underside of the dredging robot 3.
- the dredging robot 3 may be configured to shuttle between a dredging location, for removing granular material, and the docking station 4, for offloading the removed granular material.
- the dredging robot thereby has a large operational reach and may easily navigate around obstacles on the bottom surface or in the fluid 2.
- the dredging robot 3 comprises means for applying suction to the suction head 3b, such as an internal pump 3c.
- the internal pump 3c preferably comprises a slurry pump.
- a slurry pump is configured to pump a mixture of a fluid and solid particles.
- the dredging robot 3 further comprises a tank 3e, connected to the at least one suction head 3b, for the temporary storage of removed granular material.
- a flow line (not shown) connects the suction head 3b with the pump 3c and the tank 3e.
- the dredging robot 3 further comprises coupling 3k.
- the coupling 3k is configured to connect to the docking coupling 4a provided on the docking station 4, when the dredging robot 3 is docked at the docking station 4.
- the docking station 4 is configured to offload removed granular material from the tank 3e through the docking coupling 4a.
- operational flexibility is achieved.
- the dredging robot 3 may further comprise an overflow outlet 3f, see fig.
- the overflow outlet 3f may comprise a filter, for filtering out particles from the fluid flowing through the overflow duct.
- fluid may flow out of the tank, while granular material is restrained in the tank. Thereby, granular material may be compacted, and the volume of granular material stored in the tank may be increased. Further advantageously, by allowing fluid to flow out of the tank, over-filling of the tank may be prevented.
- the overflow outlet 3f may comprise an overflow control valve 3f’ for closing and opening the overflow outlet 3f.
- the dredging robot 3 may further comprise a battery 3h, for providing power to the dredging robot 3.
- the docking coupling 4a comprises an electrical outlet 4a, for charging the battery 3h when the dredging robot 3 is docked at the docking station 4.
- the dredging system may comprise a power line (not shown), connected to the dredging robot 3, for providing power thereto.
- the power line may be coupled to the docking station 4.
- the power line may be coupled directly to an external power source, such as an on-shore power source or a vessel-based power source.
- the power line may include floating elements to compensate for the weight of the power line in the fluid.
- the dredging robot may be provided with power continuously.
- the power line may comprise a communications line, such as an optical fiber cable, for sending and receiving data and control signals to and from the dredging robot 3.
- the docking coupling 4a comprises a communication port, for communication with the control unit 3g of the dredging robot 3, when the dredging robot 3 is docked at the docking station 4.
- Dredging instructions may, for instance, be uploaded to the control unit 3g during docking.
- sensor data from the dredging robot 3 may be downloaded to the docking station 4 and / or a remote command center during docking.
- a granular material control valve 3c’ is provided between the suction head 3b and the tank 3e, for controlling the flow of removed granular material, comprising granular material 1 and fluid 2, to the tank 3e.
- the tank is provided with an offloading line 3q, for offloading granular material, from the tank 3e to the docking station 4.
- the offloading line 3q comprises an offloading control valve 3q’, for controlling flow of granular material from the tank 3e.
- a fluid inlet 3m may be provided, coupled to a pump 3n.
- the fluid inlet 3m may comprise a filter (not shown) for filtering out particles or other contamination.
- the fluid inlet 3m is connected to at least one nozzle 3r, extending into the tank 3e. Preferably two or more nozzles 3r are provided.
- a fluid control valve 3n’ is provided for controlling the flow from the fluid inlet 3m to the at least one nozzle 3r in the tank 3e.
- the fluid inlet 3m may further be connected to the one or more fluidizing or jetting nozzles.
- a further fluid control valve 3n” is provided for controlling the flow from the fluid inlet 3m to the one or more fluidizing or jetting nozzles.
- granular material removal commences and the granular material control valve 3c’ is opened. Suction is then applied by the internal pump 3c, allowing granular material to be sucked-up by the suction head 3b and deposited in the tank 3e.
- the fluid control valve 3n is opened and pressurized fluid is pumped by the pump 3n from the fluid inlet 3m to the fluidizing or jetting nozzles to fluidize the granular material in the vicinity of the suction head.
- removal of granular material through the suction head is thereby improved.
- offloading control valve 3q’ is closed to avoid accidental offloading from the tank through the offloading line 3q.
- the overflow control valve 3f’ is opened during granular material removal, to allow fluid 2, deposited in the tank 3e together with removed granular material, to escape from the tank 3e.
- granular material in the tank is thereby compacted, allowing a larger volume of granular material to be stored in the tank.
- the offloading control valve 3q’ is opened and granular material, is offloaded through the offloading line 3q to the docking station 4.
- fluid control valve 3n’ is opened and fluid is pumped from the fluid inlet 3m to the at least one nozzle 3r, by the pump 3n, to fluidize granular material collected in the tank 3e.
- fluidized granular material can more easily be offloaded from the tank.
- the granular material control valve 3c’ and the overflow control valve 3f’ remain closed, to avoid undesired discharge of granular material through the suction head 3b or the overflow outlet 3f.
- Offloading may be driven by an external pump (not shown), applying suction to the offloading line 3q.
- offloading may be driven by pressurized fluid emitted from the at least one nozzle 3r and driven by the pump 3n.
- the pressurized fluid creates overpressure in the tank 3e, thereby driving fluidized granular material through the offloading line 3q.
- offloading may be driven by pressurized gas, provided to the tank 3e by a compressor (not shown). The pressurized gas creates overpressure in the tank 3e, thereby driving fluidized granular material through the offloading line 3q.
- offloading is driven by the internal pump 3c.
- the offloading line 3q is connected to the internal pump 3c.
- the offloading line 3q comprises a further offloading control valve 3q”.
- the offloading control valve 3q’ and the further offloading control valve 3q” are respectively placed upstream and downstream of the internal pump 3c.
- a further granular material control valve 3c is provided.
- the granular material control valve 3c’ and the further granular material control valve 3c” are respectively placed upstream and downstream of the internal pump 3c.
- Other elements of the flow configuration are the same as for the configuration shown in fig. 4B and described herein above, with reference to fig. 4A.
- the granular material control valve 3c’ and the further granular material control valve 3c”, and optionally the further fluid control valve 3n”, are opened during granular material removal.
- the offloading control valve 3q’ and the further offloading control valve 3q” are closed during granular material removal.
- the internal pump 3c then pumps the removed granular material from the suction head 3b into the tank 3e, through the flow line comprising the granular material control valve 3c’ and the further granular material control valve 3c”.
- the granular material control valve 3c’, the further granular material control valve 3c” and the further fluid control valve 3n are closed.
- the offloading control valve 3q’ is opened during offloading.
- the fluid control valve 3n’ may be opened, such that pressurized fluid, driven by the pump 3n, fluidizes the granular material in the tank 3e. Consequently, fluidized granular material is offloaded from the tank 3e, driven by the suction applied by internal pump 3c.
- the overflow control valve 3f’ may be closed during offloading. By keeping the overflow control valve 3f’ closed, overpressure may arise in the tank 3e, driven by the pressurized fluid. The over pressure further drives the offloading of fluidized granular material.
- the dredging system comprises an umbilical line 6, connecting the dredging robot 3 to the docking station 4.
- the umbilical line 6 comprises a flexible tube for offloading removed granular material from the dredging robot 3 to the docking station 4.
- the dredging robot may operate continuously, and large granular material volumes may be removed without interruption, granular material.
- the umbilical line 6 may comprise a power line, as shown in fig. 5B, for supplying electrical power from the docking station 4 to the dredging robot 3.
- a battery pack can be omitted such that the weight of the dredging robot can be reduced.
- the umbilical line 6 may further comprise a communications line, such as a optical fiber cable, for sending and receiving data and control signals to and from the docking station 4 to the dredging robot 3.
- the umbilical line 6 may further comprise one or more hydraulic lines, for driving hydraulic operation of the robotic arm 3d, for hydraulic deployment of the retractable shearing element 3i, and I or hydraulic operation of one or more control valves of the dredging robot 3, such as the granular material control valve 3c’, the overflow control valve 3f’, the fluid control valve 3n’ and I or the offloading control valve 3q’.
- the umbilical line 6 may further comprise a compressed-gas line, for providing compressed gas to the release system 3j.
- the umbilical line 6 may further comprise a lubrication line, for providing a lubricant to the dredging robot 3.
- the lubricant may be supplied to one or more moving elements of the dredging robot 3, such as pumps, control valves or robotic arms.
- the riser pipe 5 may comprise corresponding one or more hydraulic lines, a compressed-gas line, and / or a lubrication line.
- the conveying means 5d may additionally comprise at least one booster pump, for continuous offloading of removed granular material from the suction head 3b through the riser pipe 5.
- the booster pump may be included in the docking station 4, may be located onshore or may be mounted on a vessel.
- removed granular material can be offloaded from greater fluid depths.
- the dredging system may comprise a reel 6a for coiling and uncoiling of the umbilical line 6.
- the reel 6a may be mounted on the dredging robot 3 (shown in fig. 5A), on a separate frame (shown in fig. 5B), or on the docking station 4.
- the reel 6a is preferably mounted on the docking station 4.
- the separate frame may be anchored to the bottom surface.
- the umbilical line 6 may be placed uncoiled on the bottom surface.
- the umbilical line 6 may comprise a coupling 6b for coupling to the docking station 4.
- the coupling provides a fluid-proof connection between the umbilical line 6 and the docking station 4.
- the coupling 6b may comprise connecting elements for the flexible tube. Additionally, the coupling 6b may comprise connecting elements for the power line, the communications line, the one or more hydraulic lines, the compressed-gas line, and I or the lubricant line.
- the coupling may be provided with a failure indicator, signaling a connection failure to a remote operator.
- the coupling may comprise a control valve, for controlling the flow of removed granular material to the docking station 4.
- the dredging system may comprise one or more dredging robots 3.
- the one or more dredging robots may shuttle between one or more dredging locations.
- the dredging system may thereby efficiently cover a large area and a high granular material removal rate may be achieved. This configuration may be especially advantageous for areas requiring frequent granular material removal such as harbors or channels for marine traffic.
- the dredging system may comprise multiple docking stations 4 and one or more dredging robots 3, as schematically shown in fig. 6.
- the multiple docking stations 4 may be connected to a single riser pipe 5.
- a connecting pipe 7 may connect the multiple docking stations 4.
- the connecting pipe 7 comprises a power line, for supplying electrical power from the riser pipe 5 to the docking stations 4.
- the connecting pipe 7 may further comprise a communications line, one or more hydraulic lines, a compressed-gas line, and / or a lubricant line.
- riser pipes 5 may be provided, with one or more docking stations 4 connected to each riser pipe 5, by means of a connecting pipe 7.
- the one or more dredging robots 3 may be configured to dock at a specific docking station or at any docking station.
- a central control system may be provided, to control the movements and granular material removal of each dredging robot 3.
- a configuration with multiple docking stations may efficiently cover a large dredging area, such as a large harbor, an extended length of a channel for marine traffic or a large seafloor mining operation. Further advantageously, by connecting several docking stations, fewer granular material extraction points at the surface may be required, resulting in a more efficient system.
- the dredging system according to the invention may be used for seafloor mining, coastal reinforcement or the construction of artificial peninsulas or islands, the anchoring of submerged or partially submerged equipment, the excavation of trenches for the laying of off-shore cables, the dredging of granular material around a stranded vessel, the removal of accumulated granular material from behind a dam or from an artificial basin, or the removal of granular material from a waterway, such as a channel, a river, a lake, a harbor, or a shipping lane.
- a method for removing granular material comprises providing at least one dredging system according to the disclosure, comprising a dredging robot 3, a docking station 4 and a riser pipe 5, removing granular material 1 with the dredging robot 3, offloading removed granular material from the dredging robot 3 to the docking station 4; and transporting removed granular material from the docking station 4 to a remote location through the riser pipe 5.
- the method may further comprise instructing the at least one dredging system to execute a dredging operation.
- Instructing the at least one dredging system may comprise instructing the control unit 3g of the dredging robot 3 to execute the dredging operation by remote control, semi-autonomously or autonomously.
- an onshore-based or vessel-based operator may control the operation of the dredging robot remotely.
- the underwater positioning system and I or the at least one sensor may provide the operator with information required for operating the dredging robot remotely.
- Executing a dredging operation by remote control may be advantageous for complex operations, such as dredging around a stranded vessel.
- instructions may be uploaded to the control unit 3g, through the communications line.
- the dredging robot 3 comprises machine intelligence, configured to semi-autonomously or autonomously perform the dredging operation.
- the dredging robot 3 may navigate over the bottom surface to the dredging location, remove granular material at the dredging location and return to the docking station to offload granular material while requiring minimal, or no, operator input.
- Data from the underwater positioning system and / or the at least one sensor may be used by the control unit 3g to verify operation and I or may be downloaded to a remote station for later usage.
- the remote station may be onshore-based or vessel-based.
- Executing the dredging operation may comprise executing the dredging operation for a limited time interval, continuously, or at regular time intervals.
- the dredging operation may further cover predefined dredging areas and I or operator-controlled areas.
- one or more dredging robots 3 may shuttle between multiple docking stations 4, at regular intervals or continuously.
- the docking stations 4 may be placed at some distance from one another. Such a method may be advantageous in a harbor, a channel, or a shipping lane.
- Each basin in the harbor may be provided with a docking station 4.
- a docking station 4 may be provided at fixed intervals.
- the one or more dredging robots 3 may autonomously or semi-autonomously move from one docking station 4 to the next, removing accumulated granular material in the areas at or between the docking stations 4. Thereby a regular, or continuous, removal of accumulated granular material over a large area is achieved, without hindering marine traffic.
- one or more dredging robots 3 may shuttle between a dredging location and a docking station 4. Such a method may be advantageous for seafloor mining operations, for coastal reinforcement, or for the creation of artificial islands or peninsulas, where large volumes of granular material must be removed from a limited area.
- Fig. 7 shows an embodiment as described above but where each docking station 4 connected to a single riser pipe 5 may include several docking couplings 4a to allow several dredging robots 3 to be connected to one docking station 4.
- the solution of fig. 7 allows several dredging robots 3 to offload granular material and /or charge simultaneously from one docking station.
- Clearly may also several docking stations as shown in fig. 6 include several docking couplings 4a.
- a system may also include a combination of docking stations with 4 with a single docking coupling 4a and docking stations with several docking couplings 4a.
- bottom surfaces also include the bottom of artificial ducts and channels, and the term bottom surface may include a surface that could be called wall, step, ledge, shelf, bank, riverbank, hill, seabed, jetty, port, column, foundation, etc.
- a bottom surface as expressed above thus provides a fixed and permanent location that is unaffected by elements such as waves, water current, motion, and tide.
- Figures 8A-8F show various structures, either natural or artificial, that may serve as locations for locating a docking station.
- Fig. 8a shows a seabed 8, fig.
- FIG. 8b shows a shelf or ledge 9
- fig. 8c shows a bracket on a side structure 10
- Fig. 8E shows a wall 11 of a jetty or channel
- fig. 8F shows an attachment 12 above the water surface at a side structure.
- the specification “is attached to the bottom surface” is intended to cover all these scenarios.
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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)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Control Of Position, Course, Altitude, Or Attitude Of Moving Bodies (AREA)
- Treatment Of Sludge (AREA)
- Manipulator (AREA)
Abstract
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
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KR1020247017090A KR20240105399A (en) | 2021-10-22 | 2022-10-19 | Dredging Systems and Dredging Methods |
EP22879646.2A EP4419753A1 (en) | 2021-10-22 | 2022-10-19 | Dredging system and method for dredging |
AU2022369806A AU2022369806A1 (en) | 2021-10-22 | 2022-10-19 | Dredging system and method for dredging |
CN202280078106.6A CN118302579A (en) | 2021-10-22 | 2022-10-19 | Dredging system and method for dredging |
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NO20211272 | 2021-10-22 | ||
NO20211272A NO347161B1 (en) | 2021-10-22 | 2021-10-22 | Dredging system and method for dredging |
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WO2023068942A1 true WO2023068942A1 (en) | 2023-04-27 |
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PCT/NO2022/050238 WO2023068942A1 (en) | 2021-10-22 | 2022-10-19 | Dredging system and method for dredging |
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EP (1) | EP4419753A1 (en) |
KR (1) | KR20240105399A (en) |
CN (1) | CN118302579A (en) |
AU (1) | AU2022369806A1 (en) |
NO (1) | NO347161B1 (en) |
WO (1) | WO2023068942A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2024076242A1 (en) * | 2022-10-04 | 2024-04-11 | Imo Mare As | Device for removal of non-consolidated mass at seabed |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4343098A (en) * | 1977-01-18 | 1982-08-10 | Commissariate A L'energie Atomique | Apparatus for mining nodules beneath the sea |
WO2005093215A1 (en) * | 2004-01-17 | 2005-10-06 | Pukyong National University Industry-University Cooperation Foundation | Collecting and lifting methods of manganese nodule and mining device |
WO2009136064A1 (en) * | 2008-04-08 | 2009-11-12 | Technip France | Device for extracting a material situated at the bottom of an expanse of water, extraction installation and associated method |
US20180266074A1 (en) * | 2015-08-25 | 2018-09-20 | Deep Reach Technology, Inc. | System for Recovering Minerals from the Seabed |
CN111206636A (en) * | 2020-03-12 | 2020-05-29 | 广东新拓计算机科技有限公司 | River channel dredging robot and unmanned ship |
US20200308805A1 (en) * | 2019-04-01 | 2020-10-01 | Keppel Marine & Deepwater Technology Pte Ltd. | Apparatus and method for seabed resources collection |
CN113107493A (en) * | 2021-04-16 | 2021-07-13 | 山东大学 | Suction-pressure hybrid non-contact type deep sea mining system and working method thereof |
EP3889360A1 (en) * | 2020-04-02 | 2021-10-06 | Soil Machine Dynamics Limited | Apparatus for removing material from a floor of a body of water |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2123211C3 (en) * | 1971-05-11 | 1975-06-26 | Demag-Lauchhammer Maschinenbau Und Stahlbau Gmbh, 4000 Duesseldorf | Device for conveying submarine deposited solids |
-
2021
- 2021-10-22 NO NO20211272A patent/NO347161B1/en unknown
-
2022
- 2022-10-19 WO PCT/NO2022/050238 patent/WO2023068942A1/en active Application Filing
- 2022-10-19 CN CN202280078106.6A patent/CN118302579A/en active Pending
- 2022-10-19 AU AU2022369806A patent/AU2022369806A1/en active Pending
- 2022-10-19 KR KR1020247017090A patent/KR20240105399A/en unknown
- 2022-10-19 EP EP22879646.2A patent/EP4419753A1/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4343098A (en) * | 1977-01-18 | 1982-08-10 | Commissariate A L'energie Atomique | Apparatus for mining nodules beneath the sea |
WO2005093215A1 (en) * | 2004-01-17 | 2005-10-06 | Pukyong National University Industry-University Cooperation Foundation | Collecting and lifting methods of manganese nodule and mining device |
WO2009136064A1 (en) * | 2008-04-08 | 2009-11-12 | Technip France | Device for extracting a material situated at the bottom of an expanse of water, extraction installation and associated method |
US20180266074A1 (en) * | 2015-08-25 | 2018-09-20 | Deep Reach Technology, Inc. | System for Recovering Minerals from the Seabed |
US20200308805A1 (en) * | 2019-04-01 | 2020-10-01 | Keppel Marine & Deepwater Technology Pte Ltd. | Apparatus and method for seabed resources collection |
CN111206636A (en) * | 2020-03-12 | 2020-05-29 | 广东新拓计算机科技有限公司 | River channel dredging robot and unmanned ship |
EP3889360A1 (en) * | 2020-04-02 | 2021-10-06 | Soil Machine Dynamics Limited | Apparatus for removing material from a floor of a body of water |
CN113107493A (en) * | 2021-04-16 | 2021-07-13 | 山东大学 | Suction-pressure hybrid non-contact type deep sea mining system and working method thereof |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2024076242A1 (en) * | 2022-10-04 | 2024-04-11 | Imo Mare As | Device for removal of non-consolidated mass at seabed |
Also Published As
Publication number | Publication date |
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EP4419753A1 (en) | 2024-08-28 |
KR20240105399A (en) | 2024-07-05 |
CN118302579A (en) | 2024-07-05 |
NO20211272A1 (en) | 2023-04-24 |
NO347161B1 (en) | 2023-06-19 |
AU2022369806A1 (en) | 2024-06-06 |
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