The invention relates to a method for dredging an underwater bottom in an area using a dredging device. The method includes: determining the present positions of the dredging device and of a source of contamination in the area; entering input data relating to the area into a hydrodynamic model of the area; determining with the hydrodynamic model the degree of contamination at positions in the area resulting from spread of the contamination from the source; comparing the degree of contamination at positions in the area to a threshold value for these positions; and optionally adapting the dredging if the degree of contamination exceeds the threshold value. Underwater bottom can be dredged using the invented method, such that on the one hand the production is maximized and on the other the consequences for the natural environment are minimized.

An excavating pump apparatus and a pile installation apparatus having the same are disclosed. An excavating pump apparatus in accordance with an embodiment of the present invention may include: an excavation head being inserted into an inner space of a pile through an open hole opening the inner space of the pile and being configured to crush seafloor sediments and allow the crushed seafloor sediments to be flowed therein; an outlet conduit connected to the excavation head and being a channel for discharging the seafloor sediments flowed into the excavation head to an outside of the pile; and a pump configured to move the seafloor sediments through the outlet conduit by providing a pump pressure to the outlet conduit

A jetting system for an undersea trencher has jetting conduits extending aftward of its trench-cutting jetting swords. Jetting conduit nozzles direct liquid radially from their jetting conduits into the trench after the trench is excavated by the jetting sword cutting nozzles. The jetting conduits direct sufficient liquid into the trench to maintain the mix of trenched soil and water in the trench along the length of the conduits at not more than a super-critical density, extending the distance in which the product being laid in the trench is able to descend in the trench and increasing the likelihood that the product will be buried at the intended trench depth.

A density measurement system for measuring the density of a material within a region, the density measurement system comprises: a plurality of electrodes arranged around the region; an energisation source arranged to apply an electrical signal to at least one of said electrodes; a monitor arranged to monitor an electrical parameter at at least one of said electrodes, the monitored electrical parameter being caused to change in response to flow of electrical current within the region; and a processor arranged to: generate data indicative of the complex impedance of the material within the region based upon the monitored electrical parameter; and generate data indicative of the density of the material based upon the data indicative of the complex impedance of the material.

A self cleaning collecting apparatus and method are provided for the collection of seafloor material. The collecting apparatus, which operates on a seafloor, has a plurality of rotating discs in front of a slurry suction pipe with clearing members located between adjacent discs. Any oversize material lodged in the discs during collection is dislodged by the one or more clearing members and prevented from entering the slurry suction pipe, thus preventing blockages caused by oversize material congesting the slurry suction pipe.

A system for dredging underwater sea-beds includes a floating platform; a dredging tool positioned on the platform to face the water and having a system that lowers and lifts the dredging tool, further having at least three connection points associated with the platform to connect the ends of warping cables that are anchored to the shore at the opposite ends, and further having tensioning devices; a sediment collection system that collects sediment captured by the dredging tool; a system detecting the position of the platform; a system detecting the position of the dredging tool; a system detecting seabed configuration; a system detecting the quantity of sediment removed from the seabed; a remote command and control system for the system that lowers and lifts the dredging tool, a tensioning system for the warping cables; a detection system; and a system that supplies the equipment on board of the platform.

A loading system for a material has a grab dredger configured to selectively engage the material, where the grab dredger includes a boom and a line configured to move a grab throughout a working space. The working space includes an arc within a plane defined by a first dimension and a second dimension, where a third dimension lies perpendicular to the plane. The working space includes a minimum engagement distance and a maximum engagement distance. A Light Detection and Ranging (LiDAR) module can locate a material acquisition point, a material deposit point, and at least one obstacle point. A controller operates the grab dredger to move the grab within the working space to selectively engage the material. The loading system can move the material from the material acquisition point to the material deposit point while negotiating the at least one obstacle point.

A dredging bucket having a head subassembly including an inner rotatable head and an outer head angularly supported by the inner head between level and tilted orientations. First and second opposing bucket halves supported by the outer head and pivotally actuating between closed and opened positions. A pair of T-links incorporated into spaced apart and coaxial pivot locations defined between the bucket halves, each of the T-links having a central stopping bar which, upon the bucket halves rotating to a maximum degree associated with the opened position, contacting end locations defined in upper edge profiles of the bucket halves in order to prevent further opening rotation.

A submersible vehicle for collecting material from a seafloor includes a chassis. A module may be supported on the chassis, the module including an electric power supply. A drive system may be supported on the chassis, the drive system including a battery, and a propulsion assembly, the battery in electrical communication with the electric power supply and the propulsion assembly, and the propulsion assembly operable to locate the chassis relative to a seafloor. A power tool may be coupled to the chassis, the power tool operable to collect material from the seafloor. A reactor may be supported on the chassis, the reactor defining a reaction chamber. A valve assembly may be actuatable to move a hydrogen-containing gas from the reaction chamber and direct the hydrogen-containing gas to one or more of the electric power supply or the power tool.

A buoyancy system for an underwater autonomous vehicle is provided. The buoyancy system includes one or more pressure vessels, a primary pump connected to each of the one or more pressure vessels with the primary pump configured to pump liquid from the one or more pressure vessels. The buoyancy system further includes a controller communicatively coupled to the primary pump and configured to operate the main pump, and a power source configured to provide power to the controller and the primary pump. Each pressure vessel includes a cylindrical shell with an inner surface, spaced apart axial support members disposed on the inner surface of the cylindrical shell, and radial support plates between the axial support members.