NL2029628B1 - Discharging system for a hopper - Google Patents

Discharging system for a hopper Download PDF

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Publication number
NL2029628B1
NL2029628B1 NL2029628A NL2029628A NL2029628B1 NL 2029628 B1 NL2029628 B1 NL 2029628B1 NL 2029628 A NL2029628 A NL 2029628A NL 2029628 A NL2029628 A NL 2029628A NL 2029628 B1 NL2029628 B1 NL 2029628B1
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Netherlands
Prior art keywords
sensors
hopper
water
sensor
water jet
Prior art date
Application number
NL2029628A
Other languages
Dutch (nl)
Inventor
Alvarez Grima Mario
De Hoog Edwin
Adrianus Waltherus Van Spaendonk Bram
Cornelis Goeree Johannes
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Ihc Holland Ie Bv
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Publication date
Application filed by Ihc Holland Ie Bv filed Critical Ihc Holland Ie Bv
Priority to NL2029628A priority Critical patent/NL2029628B1/en
Priority to PCT/NL2022/050619 priority patent/WO2023080782A1/en
Application granted granted Critical
Publication of NL2029628B1 publication Critical patent/NL2029628B1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F7/00Equipment for conveying or separating excavated material
    • E02F7/04Loading devices mounted on a dredger or an excavator hopper dredgers, also equipment for unloading the hopper
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F9/00Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/26Indicating devices
    • E02F9/264Sensors and their calibration for indicating the position of the work tool
    • E02F9/265Sensors and their calibration for indicating the position of the work tool with follow-up actions (e.g. control signals sent to actuate the work tool)
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/907Measuring or control devices, e.g. control units, detection means or sensors

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)

Abstract

The invention provides a method and system for discharging dredged material stored within a hopper. The discharging system comprising a plurality of sensors on at least one bottom wall ofthe hopper for acquiring information over a dredged material stored within the hopper; an outlet on a lower part of the hopper for discharging the dredged material; and at least one waterjet valve for fluidizing the dredged material while discharging; wherein a quantity of water flowing out of the at least one waterjet valve is based on the acquired information from the plurality of sensors.

Description

DISCHARGING SYSTEM FOR A HOPPER
TECHNICAL FIELD
[001] The present invention relates to a discharging system, particularly, to a discharging system for a hopper. The present invention further relates to a method of discharging dredged material from the hopper.
BACKGROUND
[002] Trailing suction hopper dredgers ("TSHD") are vessels that excavates sand and sediment from the bottom while sailing. It trails a drag head over the sea floor that breaks the coherence of the sand with water jets and teeth. A centrifugal pump suctions a mixture of sand and water and transports this to a hold, the so-called hopper. As soon as the hopper is filled with sufficient sediment, the pipe and drag head are pulled or lifted in and the ship sails to the discharge location. At this location the material is discharged by opening the bottom doors (dumping) or by pumping the material out through a pipeline.
[003] The discharge of the load through the bottom doors or valves usually costs little time. After the pumps are started and the water comes out of the pipe the discharge of the load is started. Because the material in the hopper is in general pretty loose packed, the process is similar to the process of a stationary suction dredger. The sand breaches to the opening of the suction pipe. If the hopper is not equipped with an installation that improves the breaching by means of water-jets, then, as a rule of thumb, the discharge time is equal to the suction time. Ifthe hopper is equipped with water-jets to fluidize or loosen the load, then the discharge time can be shortened.
SUMMARY
[004] According to the invention, there is provided a discharging system for a hopper, the discharging system comprising a plurality of sensors on at least one wall ofthe hopper for acquiring information over a dredged material stored within the hopper; an outlet on a lower part of the hopper for discharging the dredged material; and at least one water jet valve for fluidizing the dredged material while discharging; wherein a quantity of water flowing out of the at least one water jet valve is based on the acquired information from the plurality of sensors. By controlling the quantity of water flowing out of the water jet valve(s), the dredged material can be efficiently fluidized while discharging. Such arrangement is believed to be considerably more versatile in optimizing the time needed for emptying the hopper. In the present context, reference to dredged material is intended to refer to solid or semisolid material including silt, sand, sediment, soil, clay, mud, gravel and fractured rock as may generally be encountered during dredging operations. Furthermore, although reference may be made to a seabed, this is equally intended to cover and include beds of rivers, lakes, canals, estuaries and the like.
[005] According to an embodiment of the invention, the discharging system comprises a water level measurement system for acquiring a water level information of a water level within the hopper. This is beneficial since the acquired information from the plurality of sensors, in particular pressure sensors, can be corrected for a hydrostatic pressure based on the water level information..
[006] According to an embodiment of the invention, the plurality of sensors comprises at least one pressure sensor. The pressure sensor enables to measure a pore pressure, that is local pressure at the sensor upon dilatation of sand. The acquired pressure information enables to apply jet water at strategic locations counteracting the stiffening effect of negative pore pressures (underpressure} on the dynamic soil behaviour. By doing so the sediment stored in the hopper is loosened effectively. Importantly, jet water can be used more efficiently. In contrast it is normal practice to use a huge amount of jet water at a high pressure of normally 6 bar to ensure the emptying of the hopper since the process of breaching is under the surface and hardly visible. Now according to the invention, by measuring pore pressures, jet water is used only at these locations where jet water is needed. This decreases the use of water, decreases the time needed for emptying the hopper, lowers the fuel consumption and, in turn, leads to less CO2 emissions. As another important advantage, the inclination angle of the inclined hopper walls can be lowered, which increases the hopper volume. Furthermore, the centre of gravity of the vessel is lowered when fully loaded. The lowering of the centre of gravity has a positive effect on the stability of the vessel. The pressure can also detect added pressure due to the jets and increased pressure due to hydrostatic pressure when the sand is fluidized, this further enables to monitor and control the emptying of the hopper.
[007] According to an embodiment of the invention, the plurality of sensors comprises at least one density sensor or concentration sensor. Measuring the pore pressures in combination with sediment density or concentrations sensors provides information that all the more enables to apply jet water at strategic locations. In addition, by measuring the pore pressure in combination with the concentration sensors, the homogeneity of the sand mixture (e.g. sand and water) is more controllable when discharging the sand mixture. This importantly leads to a higher quality of a base layer that is made of the sand mixture, i.e. increased stability of the soil embankment, used at the reclamation site. The working principle of a density sensor or concentration sensor can be based on electrical conductivity of the sand mixture. However, any suitable density sensor or concentration sensor is conceivable.
[008] According to an embodiment of the invention, the plurality of sensors comprises at least four sensors. It will be clear that any suitable number of sensors is conceivable depending on the dimensions of the hopper. In terms of cost, one can favor less sensors however in case of a fine-meshed grid of sensors, the discharging system may provide a more optimal delivery of jet water to fluidize the sand in the hopper.
[009] According to an embodiment of the invention, the hopper comprises a number of hopper sections, and at least one hopper section comprises a sensor of the a plurality of sensors as well as at least one water jet valve both associated with the hopper section, and wherein the quantity of water flowing out of the at least one water jet valve and into the hopper section is based on the acquired information from the sensor. Dividing the hopper into hopper sections enables to fluidize sand in hopper sections even if jet water is scarce.
[010] According to an embodiment of the invention, adjacent sensors among the plurality of sensors in a row are separated by a first distance. Optionally, the first distance is 55 mm or greater.
[011] According to an embodiment of the invention, adjacent rows are spaced apart by a second distance. Optionally, the second distance is 110mm or greater.
[012] According to an embodiment of the invention, the plurality of sensors comprises at least a pair of sensors, each pair of sensors comprising a pressure sensor and a density sensor. Optionally, the pressure sensor and the density sensor in each pair of sensors are spaced apart by a third distance.
Preferably, the third distance is 20mm or greater.
[013] According to an embodiment of the invention, a position of each sensor of the plurality of sensors is different than a position of each of the at least one water jet valve, and the position of each sensor is not in-line with a direction of water flowing out of the at least one water jet valve. This avoids unwanted direct influence of the water jet to the sensors which could disturb a proper monitoring of the discharging process.
[014] According to an embodiment of the invention, a direction of water flowing out of the at least one water jet valve is adjusted based on the acquired information from the plurality of sensors.
[015] According to an embodiment of the invention, a discharging system further comprising a control system for obtaining the acquired information over a dredged material from the plurality of sensors, and controlling the quantity of water flowing out of the at least one water jet valve based on the acquired information.
[016] According to an embodiment of the invention, wherein the at least one bottom wall of the hopper has a slope. Preferably, the slope is 30 degrees or less which increases the volume of the hopper. In general a steeper bottom wall performs better when discharging a hopper, especially for cohesive soils.
[017] According to an embodiment of the invention, the at least one bottom wall comprises a first bottom wall and a second bottom wall, such that the first bottom wall and the second bottom wall slope downwardly to the lower part of the hopper where the outlet is.
[018] According to an embodiment of the invention, the discharging system comprises a discharging pump for controlling a quantity of dredged material discharged through the outlet on the lower part of the hopper.
[019] According to an embodiment of the invention, the discharging system comprises a jet pump for controlling the quantity of water flowing out of the at least one water jet.
[020] According to an embodiment of the invention, a dredging vessel comprising a hopper containing dredged material and a discharging system is provided.
[021] According to an embodiment of the invention, there is provided a method of discharging dredged material from a hopper of a vessel within which the dredged material is stored, the method comprising, while the dredging material is being discharged through an outlet on a lower part of the hopper: acquiring, from at least one sensor, information of the dredged material; and fluidizing the dredged material by opening at least one water jet valve based on the acquired information of the dredged material such that the dredged material is discharged, wherein a quantity of water flowing out of the at least one water jet valve is based on the acquired information from the plurality of sensors.
[022] According to an embodiment of the invention, there is provided a method comprising measuring a water level within the hopper; and correcting the acquired information from the plurality of sensors based on the measured water level.
[023] According to an embodiment of the invention, there is provided a method, wherein the at least one sensor comprises at least one pressure sensor.
[024] According to an embodiment of the invention, there is provided a method wherein the at least one sensor further comprises at least one density sensor.
BRIEF DESCRIPTION OF DRAWINGS
[025] The invention will be described in more detail below, with reference to preferred embodiments as shown in the drawings attached, in which:
Fig. 1 shows cross sectional view of a hopper.
Fig. 2 shows a top view of a discharging system for a hopper.
Fig. 3 shows a front view of a discharging system for a hopper.
Fig. 4 shows a front view of a discharging system for a hopper according to an alternative embodiment.
Fig. 5 shows a control system for controlling the discharging of a hopper.
DETAILED DESCRIPTION
[026] The aspects of the present disclosure will now be described more fully hereinafter with reference to the accompanying drawings, in which certain embodiments of the disclosure are shown.
[027] Figure 1 shows a cross sectional view of a hopper 10 in a TSHD 2. The TSHD 2 comprises a hopper 10 charged with a mixture of dredged materials 20 (e.g. sand, silt, gravel, clay, rock, etc.) and water 21, wherein the dredged materials are deposited on the lower part of the hopper forming a sediment layer and water is over the dredged materials. The water level 19 in the hopper 10 may change during operations.
[028] Figure 2 shows a top view of a discharging system for the hopper 10 and figure 3 shown a front view of the discharging system for the hopper 10. The hopper 10 comprises two lateral walls 12, two bottom walls 14, and a discharging area 16 on the lowest part of the hopper. The discharging area 16 is placed between the two bottom walls 14. 5
[029] A plurality of sensors is placed on the bottom walls 14 of the hopper. The plurality of sensors are placed in a mirror symmetry arrangement on the two bottom walls 14, that is, the arrangement of sensors on one on the bottom walls 14 is identical to the arrangement of sensors on the other bottom wall 14 with respect to the discharging area 16. Alternatively, the plurality of sensors can be placed in an asymmetric arrangement on the two bottom walls 14.
[030] As shown in figure 2, the plurality of sensors are distributed in a number of rows R parallel to the discharging area 16, and, in each row, a number N of sensors, that is, the plurality of sensor 22, 24 are distributed in three rows, in which the first and second row each has two pressure sensors 22 and two density sensors 24 and in which the third row has four pressure sensors 22 and four density sensors 24. Alternatively, the plurality of sensors can be distributed in one or more rows parallel to the discharging area 16, each row has a different number of sensors. Adjacent sensors on a same row are spaced apart by a first distance (d1). The first distance (d1) can be 55 mm or greater. Adjacent rows are spaced apart by a second distance (d2). The second distance (d2) can be 110mm or greater.
[031] Optionally, the plurality of sensors can be grouped in pairs of sensors 25, i.e. a pressure sensor 22 and a density sensor 24. A pressure sensor 22 and a density sensor 24 in each pair 25 are spaced apart by a third distance (d3). The third distance depends on the arrangement and number of sensors in the hopper. The distance (d3) can be 20mm or greater. Optionally, each pair of sensors 25 in the hopper can have a different distance between each sensor of the pair of sensors.
[032] The discharging area 16 comprises two outlets 26 for discharging the dredged material.
Alternatively, the discharging area 16 can comprise one outlet or a plurality of outlets. A discharging pump (not shown) can be connected to the outlets for pumping out the dredged material through the outlets. The discharging pump can be adjusted, for example by adjusting a flow rate or output pressure of the discharging pump, in order to control the quantity of dredged material discharged through the outlet.
[033] The plurality of sensors comprises pressure sensors 22 and density sensors 24. Pressure sensors 22 are used for measuring the pore water pressure or pore pressure of a column of dredged material above the sensor and is usually measured with respect to the atmospheric pressure (e.g. atmospheric pressure at sea level), For example, when pressure sensors indicate a positive value (i.e. pressure is more than the atmospheric pressure), there is an overpressure; and when pressure sensors indicate a negative value (i.e. the pressure is less than the atmospheric pressure), there is an underpressure. The pore water pressure relates to the “stickiness” of the dredged material to the bottom wall of the hopper. The stickier, the slower the dredged material is discharged. When the measurement of the pressure sensor is below a pressure threshold (i.e. there is an underpressure), there is no discharging flow flowing. When the measurement of the pressure sensor is above the threshold, such that there is no underpressure but instead overpressure, the discharging flow is efficiently flowing.
Hence, the pressure sensors 22 provide information over a first state of dredged material (i.e. how loosely or densely packed is the dredged material), and a state of flow (i.e. well flowing or not).
[034] Density sensors 24 (or concentration sensors) are used for measuring the amount of water in the dredged material column above the sensor. When the measurement of the density sensor is smaller than a density threshold and this measurement decreases or remains constant while discharging, the discharging flow is efficiently flowing, and when the measurement of the density sensor is greater than the threshold but this measurement increases or remains constant while discharging, the discharging flow is not efficiently flowing due to due to the packing of the submerged dredged. The density threshold is physically defined to be a density defined by the soil porosity, which is somewhere between the maximum and minimum porosity of the soil. Hence, the density sensors 24 provide information over a second state of the dredged material (i.e. how packed the dredged material is or volume concentration of solids). In the present invention it is considered that the discharging flow is efficiently flowing when density sensors measure between 50% and 65% of solid material (or between 35% and 50% of water or liquid material).
[035] Table 1 shows a state of the dredged material based on information of the sensors. While discharging the dredged material through outlets, a hole is formed around the outlets with almost vertical slopes. When time passes these vertical slopes move away radially from the outlets, while the dredged material flows over a certain slope to the outlets. This process is known as breaching. When sensors indicate an underpressure and high density (or concentration), the dredged material breaches slowly, that is the dredged material is slowly discharged through the outlets. When sensors indicate an overpressure and high density (or concentration), the dredged material is fluidized, thereby breaching is faster and the dredged material is fast discharged through the outlets. When sensors indicate low pressure and low density (or concentration), there is no (or almost nothing) dredged material present in the hopper, thereby the hopper is (almost) empty. ween Jownman density/concentration slowly fluidized density/concentration emptied
Table 1
[036] Referring back to figures 2 and 3, the hopper 10 comprises at least one water jet valve 30 for fluidizing the dredged material while discharging. The water jet valves 30 are placed in a mirror symmetry arrangement on the two bottom walls 14, that is, the arrangement of water jet valves 30 on one on the bottom walls 14 is identical to the arrangement of water jet valves 30 on the other bottom wall 14 with respect to the discharging area 16. A distance between adjacent water jet valves in a row is 1m or more. Alternatively, water jet valves 30 can be placed in an asymmetric arrangement on the two bottom walls 14. Optionally, water jet valves 30 can be also be placed on the lateral walls 12 of the hopper. Alternatively, each sensor or pair of sensors is grouped with a water jet valve 30. Optionally, more than one sensor or pair of sensors can be grouped with the same water jet valve.
[037] The water jet valves 30 can be connected through a pipeline (not shown) to a jet pump (not shown) for controlling the quantity of water flowing out of the water jet valves 30, in which the quantity of water flowing out of the water jet valves 30 is based on the acquired information from the plurality of sensors. Water flowing out of the water jet valves 30 fluidizes the dredged material, thereby improving its fast discharging through the outlets 26. Since the plurality of sensors provide information of the dredged material (or the state of the dredged material) continuously while the dredged material is being discharged, the jet pump can be adjusted, and thus the water jet valves 30, such that the quantity of water flowing out of the water jet valves 30 is continuously controlled, avoiding then that too much water or too low water is present in the dredged material. The jet pump can be easily adjusted (e.g. increasing/decreasing the revolutions per minute, r.p.m.) so a flow pressure of water flowing out of the water jet valves is adjusted, and as a result, the quantity of water (or volume flow rate) flowing out of the at least one water jet valve can be also easily controlled or adjusted. Therefore, the dredged material can be efficiently discharged, and as a consequence the time for emptying the hopper is reduced. If the hopper is emptied faster, more cycles of dredging material, transporting and discharging can be performed, reducing then the dredging costs, lowering the fuel consumption and, in turn, leading to less
CO: emissions. Furthermore, since quantity of water is controllable and water is only flowing out of selected water jet valves based on sensor measurements, then the quantity and pressure of water used for emptying the hopper is minimized, which align with a possible water scarcity or shortage in the vessel.
[038] The water level 19 in the hopper as shown in fig. 1 may change during operations. The water level will affect the hydrostatic pressure at a pressure sensor in the hopper. The discharging system may comprise a water level measurement system (not shown). The water level measurement system is configured for acquiring a water level information of a water level 19 within the hopper 10. As a result, the acquired information from the plurality of pressure sensors can be corrected for a hydrostatic pressure based on the water level information. The water level 19 within the hopper can be measured by a radar, and then the pressure sensor measurements can be corrected using the water level measurement. The water level within the hopper can alternatively be measured using an optical sensor, a conductivity sensor, a float switch, an ultrasonic sensor, and the like.
[039] Water flowing out of each water jet valve 30 are provided at a close proximity or at a distance from the sensors, such that, on each bottom wall 14, the position of each sensor 22,24 is not in-line with a direction of the water flowing out of each water jet valve 30. Such arrangement of the sensors and water flowing out of the water jet valves, avoids any influence of the water flowing out over the measurement of the sensors. If sensors are in-line with the direction of the water jets, the water jets might influence the measurement of the sensors, or clear the dredged material so quickly that there is nothing to measure above the sensor, leading then to a wrong assessment that the hopper is empty. As shown in figures 2 and 3, a row of water jet valves 30 is placed closer to the discharging area 16 than any row of sensors and a row of water jet valves 30 is placed closer to the lateral wall 12 than any row of sensors. Optionally, rows of water jet valves 30 can be places at any distance from the discharging area 16 and/or the lateral wall 12.
[040] Alternatively, the water jet valves 30 and plurality of sensors 22,24 can be arranged in sections.
Each section can be controllable in a different way (e.g. quantity of water flowing out of water jet valves within a section can be different than a quantity of water in another section). Each section can comprise at least one water jet valve and at least one sensor or pair of sensors. Optionally, sections can be separated by walls. Optionally, sections can be emptied at different time.
[041] As shown in figure 3, each bottom wall 14 has a slope 8. A bottom wall 14 with 8 equal to 0 degrees is essentially similar to a horizontal wall. The slope 8 of each bottom wall 14 is substantially equal to 30 degrees or less. The two bottom walls 14 are arranged such that the two bottom walls 14 slope downwardly to the discharging area 16. Alternatively, each bottom wall 14 can have different slopes. By having a slope of equal to 30 degrees or less, the volume of the hopper can be maximized, thereby allowing more dredged material to be stored within the hopper 10. Furthermore, the center of gravity of the vessel (e.g. the TSHD 2) is lowered when fully loaded, leading to a positive effect on the stability of the vessel (e.g. avoiding the vessel to capsize).
[042] Figure 4 shows a front view of a hopper 10 according to an alternative embodiment. The hopper 10 of this alternative embodiment comprises two opposite bottom walls 14,. The bottom walls 14 slope towards the outsides of the hopper 10 and the dredged material is discharged to the outlets 26. A plurality of sensors (e.g. pressure sensors 22 and density sensors 24) and water jet valves 30 is placed on the bottom wall 14 of the hopper in a similar way as describes for the embodiment shown in figures 1, 2 and 3.
[043] Figure 5 shows a control system 80. The control system 80 obtains information, from the plurality of sensors 20, i.e. the pressure sensors 22 and the density sensors 24, over the dredged material present in the hopper 10, and, based on the information, outputs signals for controlling the quantity of water flowing out of the water jet valves 30 based on the information. Based on these signals (e.g. on a display), a dredger master or operator can manually control the water jet valves 30. Alternatively, the control system can automatically control of the water jet valves. By automatically controlling the water jet valves, time needed for controlling the water jet valves is believed to be optimized. The control system 80 can also obtain information related to the water level within the hopper in order to correct sensor measurements, information related to the pumps (i.e. the jet pump and/or the discharging pump), information related to a quality of the dredged material (e.g. homogeneity of the dredged material on the bottom walls).
[044] Optionally, the control system 80 can comprise a memory (not shown) for storing the information acquired from the sensors, a processor (not shown) and/or controller (not shown} for determining whether the quantity of water flowing out of the water jet valves 30 need to be adjusted and for outputting command for controlling the water jet valves 30 and/or jet pump. although reference may be made to a control system, this is equally intended to cover and include a unit, module, and the like.
[045] These aspects may, however, be embodied in many different forms and should not be construed as limiting; rather, these embodiments are provided by way of example so that this disclosure will be thorough and complete, and to fully convey the scope of all aspects of the disclosure to those skilled in the art. Like numbers refer to like elements throughout the description.

Claims (27)

ConclusiesConclusions 1. Ontlaadsysteem voor een hopper (10), waarbij het ontlaadsysteem omvat; — een aantal sensoren (22,24) op ten minste één bodemwand (14) van de hopper voor het verkrijgen van informatie over een in de hopper opgeslagen baggermateriaal; — een uitlaat (26) op een onderste deel van de hopper voor het lossen van het baggermateriaal; en — ten minste één waterstraalklep (30) voor het fluidiseren van het baggermateriaal tijdens het ontladen; — waarbij een hoeveelheid water die uit de ten minste ene waterstraalklep stroomt is gebaseerd op de verkregen informatie van het aantal sensoren.A hopper unloading system (10), the unloading system comprising; - a number of sensors (22,24) on at least one bottom wall (14) of the hopper for obtaining information about a dredging material stored in the hopper; - an outlet (26) on a lower part of the hopper for discharging the dredged material; and - at least one water jet valve (30) for fluidizing the dredged material during discharge; - wherein an amount of water flowing out of the at least one water jet valve is based on the information obtained from the plurality of sensors. 2. Ontlaadsysteem volgens conclusie 1, omvattende een waterniveaumeetsysteem voor het verkrijgen van waterniveau-informatie van een waterniveau in de hopper en waarbij de verkregen informatie van het aantal sensoren wordt gecorrigeerd op basis van de waterniveau-informatie.The discharge system of claim 1, comprising a water level measuring system for obtaining water level information of a water level in the hopper and wherein the obtained information from the plurality of sensors is corrected on the basis of the water level information. 3. Ontlaadsysteem volgens een van de voorgaande conclusies, waarbij het aantal sensoren ten minste één druksensor {22) omvat.3. Unloading system according to one of the preceding claims, wherein the number of sensors comprises at least one pressure sensor {22). 4. Ontlaadsysteem volgens conclusie 3, waarbij het aantal sensoren verder ten minste één dichtheidssensor (24) of concentratiesensor (24) omvat.The discharge system of claim 3, wherein the plurality of sensors further comprises at least one density sensor (24) or concentration sensor (24). 5. Ontlaadsysteem volgens een van de voorgaande conclusies, waarbij het aantal sensoren ten minste vier sensoren omvat.5. Unloading system according to one of the preceding claims, wherein the number of sensors comprises at least four sensors. 6. Ontlaadsysteem volgens een van de voorgaande conclusies, waarbij de hopper een aantal hoppersecties omvat, en ten minste één hoppersectie een sensor van het aantal sensoren (22,24) omvat, evenals ten minste één waterstraalklep (30) beide behorende bij de hoppersectie, en waarbij de hoeveelheid water die uit de ten minste ene waterstraalklep en in de hoppersectie stroomt, is gebaseerd op de verkregen informatie van de sensor.An unloading system according to any one of the preceding claims, wherein the hopper comprises a plurality of hopper sections, and at least one hopper section comprises a sensor of the plurality of sensors (22,24) and at least one water jet valve (30) both associated with the hopper section, and wherein the amount of water flowing out of the at least one water jet valve and into the hopper section is based on the information obtained from the sensor. 7. Ontlaadsysteem volgens een van de voorgaande conclusies, waarbij aangrenzende sensoren van het aantal sensoren in een rij zijn gescheiden door een eerste afstand (d1).An unloading system according to any one of the preceding claims, wherein adjacent sensors of the plurality of sensors in a row are separated by a first distance (d1). 8. Ontlaadsysteem volgens conclusie 7, waarbij de eerste afstand (d1) 55 mm of groter is.The discharge system according to claim 7, wherein the first distance (d1) is 55 mm or greater. 9. Ontlaadsysteem volgens een van de voorgaande conclusies, waarbij aangrenzende rijen op een tweede afstand (d2) van elkaar zijn gescheiden.An unloading system according to any one of the preceding claims, wherein adjacent rows are separated from each other by a second distance (d2). 10. Ontlaadsysteem volgens conclusie 9, waarbij de tweede afstand (d2) 110 mm of groter kan zijn.The unloading system according to claim 9, wherein the second distance (d2) may be 110 mm or greater. 11. Ontlaadsysteem volgens een van de voorgaande conclusies, waarbij het aantal sensoren ten minste een paar (25) sensoren omvat, waarbij elk paar sensoren een druksensor (22) en een dichtheidssensor (24) omvat.A discharge system according to any one of the preceding claims, wherein the plurality of sensors comprises at least a pair (25) of sensors, each pair of sensors comprising a pressure sensor (22) and a density sensor (24). 12. Ontlaadsysteem volgens conclusie 11, waarbij de druksensor (22} en de dichtheidssensor (24) in elk paar (25) sensoren op een derde afstand (d3) van elkaar zijn gescheiden.A discharge system according to claim 11, wherein the pressure sensor (22} and the density sensor (24) in each pair (25) of sensors are separated by a third distance (d3). 13. Ontlaadsysteem volgens conclusie 12, waarbij de derde afstand (d3) 20 mm of groter is.The discharge system according to claim 12, wherein the third distance (d3) is 20 mm or greater. 14. Ontlaadsysteem volgens een van de voorgaande conclusies,14. Unloading system according to one of the preceding claims, — waarbij een positie van elke sensor (22,24) van het aantal sensoren anders is dan een positie van elk van de ten minste ene waterstraalklep (30), — waarbij de positie van elke sensor niet in lijn is met een richting waarin water uit de ten minste ene waterstraalklep stroomt.— wherein a position of each sensor (22,24) of the plurality of sensors is different from a position of each of the at least one water jet valve (30), — wherein the position of each sensor is not aligned with a direction in which water flows out the at least one water jet valve is flowing. 15. Ontlaadsysteem volgens een van de voorgaande conclusies, waarbij een richting van water dat uit de ten minste ene waterstraalklep stroomt wordt aangepast op basis van de verkregen informatie van het aantal sensoren.A discharge system according to any one of the preceding claims, wherein a direction of water flowing from the at least one water jet valve is adjusted based on the information obtained from the plurality of sensors. 16. Ontlaadsysteem volgens een van de voorgaande conclusies, verder omvattende een regelsysteem (80) voor het verkrijgen van de verkregen informatie over een baggermateriaal van het aantal sensoren, en het regelen van de hoeveelheid water die uit de ten minste ene waterstraalklep stroomt op basis van de verkregen informatie.The discharge system of any of the preceding claims, further comprising a control system (80) for obtaining the obtained information about a dredge material from the plurality of sensors, and controlling the amount of water flowing from the at least one water jet valve based on the information obtained. 17. Ontlaadsysteem volgens een van de voorgaande conclusies, waarbij de ten minste ene wand een helling (8) heeft.17. Unloading system according to one of the preceding claims, wherein the at least one wall has a slope (8). 18. Ontlaadsysteem volgens conclusie 17, waarbij de helling 30 graden of minder is.The unloading system of claim 17, wherein the slope is 30 degrees or less. 19. Ontlaadsysteem volgens een van de voorgaande conclusies, waarbij de ten minste ene bodemwand (14) omvat: — een eerste bodemwand en een tweede bodemwand, zodanig dat de eerste bodemwand en de tweede bodemwand naar beneden hellen naar het benedendeel van de hopper waar de uitlaat (26) is.An unloading system according to any one of the preceding claims, wherein the at least one bottom wall (14) comprises: - a first bottom wall and a second bottom wall, such that the first bottom wall and the second bottom wall slope downwardly towards the lower part of the hopper where the outlet (26). 20. Ontlaadsysteem volgens een van de voorgaande conclusies, verder omvattende een ontlaadpomp voor het regelen van een hoeveelheid baggermateriaal dat wordt afgevoerd via de uitlaat op het benedendeel van de hopper.An unloading system according to any one of the preceding claims, further comprising an unloading pump for controlling an amount of dredge material discharged through the outlet on the lower part of the hopper. 21. Ontlaadsysteem volgens een van de voorgaande conclusies, verder omvattende een jetpomp voor het regelen van de hoeveelheid water die uit de ten minste ene waterstraal stroomt.A discharge system according to any one of the preceding claims, further comprising a jet pump for controlling the amount of water flowing from the at least one water jet. 22. Baggervaartuig omvattende een hopper die baggermateriaal bevat en een ontlaadsysteem volgens een van de voorgaande conclusies.Dredging vessel comprising a hopper containing dredged material and an unloading system according to one of the preceding claims. 23. Werkwijze voor het ontladen van baggermateriaal uit een hopper (10) van een vaartuig waarin het baggermateriaal is opgeslagen, waarbij de werkwijze omvat, terwijl het baggermateriaal wordt ontladen via een uitlaat op een benedendeel van de hopper: — het verkrijgen, van ten minste één sensor (22,24), van informatie over het baggermateriaal; en — het fluïdiseren van het baggermateriaal door het openen van ten minste één waterstraalklep (30) op basis van de verkregen informatie van het baggermateriaal zodanig dat het baggermateriaal wordt ontladen, — waarbij een hoeveelheid water die uit de ten minste ene waterstraalklep stroomt is gebaseerd op de verkregen informatie van het aantal sensoren.23. A method of discharging dredged material from a hopper (10) of a vessel in which the dredged material is stored, the method comprising, while discharging the dredged material through an outlet on a lower part of the hopper: - obtaining, at least one sensor (22,24), of information about the dredged material; and — fluidizing the dredged material by opening at least one water jet valve (30) based on the obtained information from the dredged material such that the dredged material is discharged, — wherein an amount of water flowing from the at least one water jet valve is based on the information obtained from the number of sensors. 24. Werkwijze volgens conclusie 23, verder omvattende: — het verkrijgen, door een regelsysteem, van de verkregen informatie over het baggermateriaal van het aantal sensoren; en — het regelen van de hoeveelheid water die uit de ten minste ene waterstraalklep stroomt op basis van de verkregen informatie.A method according to claim 23, further comprising: - obtaining, by a control system, the obtained information about the dredged material from the plurality of sensors; and - controlling the amount of water flowing out of the at least one water jet valve based on the information obtained. 25. Werkwijze volgens een van de conclusies 23-24, verder omvattende:The method of any one of claims 23-24, further comprising: — het meten van een waterniveau in de hopper; en — het corrigeren van de verkregen informatie van het aantal sensoren op basis van het gemeten waterniveau.— measuring a water level in the hopper; and - correcting the information obtained from the plurality of sensors on the basis of the measured water level. 26. Werkwijze volgens een van de conclusies 23-25, waarbij de ten minste ene sensor ten minste een druksensor omvat.The method of any one of claims 23-25, wherein the at least one sensor comprises at least one pressure sensor. 27. Werkwijze volgens conclusie 26, waarbij de ten minste ene sensor verder ten minste een dichtheidssensor of concentratiesensor omvat.The method of claim 26, wherein the at least one sensor further comprises at least one density sensor or concentration sensor.
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US2693282A (en) * 1951-07-24 1954-11-02 Jacob R Sensibar Hopper
US3690180A (en) * 1970-01-30 1972-09-12 Spanstaal Dredger vessel and a method of determining the loaded weight of sedimented material in a dredger vessel
US4160618A (en) * 1978-02-13 1979-07-10 David Sensibar Irrevocable Trust Liquid agitator for hopper
EP2609004A1 (en) * 2010-08-25 2013-07-03 Baggermaatschappij Boskalis B.V. Method for reclaiming land
JP2014076695A (en) * 2012-10-09 2014-05-01 Ube Kosan Kaiun Kk Powder and granular material carrying vessel and powder and granular material fluidization method

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BE1018577A4 (en) * 2009-04-22 2011-04-05 Dredging Int Dredging vehicle and method for loading the dredging vehicle with dredging spoil.

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Publication number Priority date Publication date Assignee Title
US2693282A (en) * 1951-07-24 1954-11-02 Jacob R Sensibar Hopper
US3690180A (en) * 1970-01-30 1972-09-12 Spanstaal Dredger vessel and a method of determining the loaded weight of sedimented material in a dredger vessel
US4160618A (en) * 1978-02-13 1979-07-10 David Sensibar Irrevocable Trust Liquid agitator for hopper
EP2609004A1 (en) * 2010-08-25 2013-07-03 Baggermaatschappij Boskalis B.V. Method for reclaiming land
JP2014076695A (en) * 2012-10-09 2014-05-01 Ube Kosan Kaiun Kk Powder and granular material carrying vessel and powder and granular material fluidization method

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