Abstract: Drainage systems are limited in performance and difficult to maintain. A drainage system is therefore specified, comprising at least one infiltration device (10, 40) adapted to receive fluid; a collecting device (30) which is in fluid communication with the at least one infiltration device (10, 40) and is adapted to receive fluid from the at least one infiltration device (10, 40) and to discharge it to a fluid system (4), wherein a gateway device (52) is provided, which is adapted to receive and transmit sensor data to a receiving unit (60); and at least one sensor (6, 6?, 7, 11, 11?, 14, 31, 31?, 32, 33, 41, 44, 42, 45) is provided, which is communicatively connected to the gateway device (52) for providing sensor data.

Abstract: The present application discloses a bionic induction type biological grouting device for uniformly reinforcing foundation soil, comprising an operation table, a rotating shaft and a rotating disc, at least two grouting pipes are arranged in a wall of a spiral guide pipe, a plurality of grout outlet holes are formed in an inner wall of the spiral guide pipe, a plurality of sets of grout spraying holes are formed in an outer wall of the spiral guide pipe in a rotation direction of the spiral guide pipe, and a plurality of adjusting components for controlling opening and closing of each set of grout spraying holes are arranged in the spiral guide pipe, and the plurality of adjusting components are linked through a flexible shaft.

Abstract: The present invention provides a slope repair method. The method includes pretreating a slope, so that an average roughness of the pretreated slope is not greater than ±8 cm to ±12 cm per linear meter; (2) hanging a hard protective mesh on the pretreated slope, where the distance between the hard protective mesh and the slope is 3-4 cm, and the hard protective mesh has an aperture size of 4-6 cm; and (3) spraying a loam-like matrix on the slope with the hard protective mesh hanged, where the loam-like matrix includes not less than 0.04/m2 of plant seeds; the plant seeds include tree seeds, shrub seeds and herb seeds with a mass ratio of (2.5-3.5):(4-6):(1.5-2.5). The method provided by the present invention effectively restores the mountain vegetation, and only needs 1-2 years of artificial maintenance after the restoration to form a cyclically stable ecosystem.

Abstract: Systems and methods are provided for performing site preparation work when building a single-axis tracker solar power plant. An installation and assembly machine is outfitted with a positioning system. At the time of installation, a reference laser is located at one end of an intended tracker row and is aligned positionally with an intended axis of rotation of the tracker (e.g., the tracker torque tube). The machine is moved to the first desired installation location based on the positioning information so that the laser beam impinges on a target on the machine. The distance between the laser and target is measured. A portion of the machine containing the target is moved with respect to the beam until the measured distance is equal to a predetermined distance. Once the correct distance is confirmed, the portion of the machine containing the target may be moved to confirm that the machine mast is oriented correctly in other axes including Y, Z and yaw.

Abstract: A multi-function retaining structure for excavation and drainage operations during construction process and a method for excavation and implementation of a multi-function retaining structure at a target location. The multi-function retaining structure includes a first I-beam, a second I-beam, a third I-beam, a first inclined stiffener plate, and a second inclined stiffener plate. The method includes positioning the multi-function retaining structure above the target location, driving the multi-function retaining structure into the target location by pushing the bottom edge of the third web into the target location, softening soils in the target location by jetting water to the soils utilizing a first water jet tube and a second water jet tube, extracting the first water jet tube and the second water jet tube from the rectangular chamber, and draining water from the rectangular chamber by utilizing a water drainage pump and through a drainage tube.

Abstract: An automated control system for a screw anchor driving and truss assembly machine. A positioning subsystem determines an orientation of a machine mast's driving axis relative to an intended drive axis and controls the mast to be positioned so that the mast's driving axis is aligned with the intended drive axis of the screw anchor foundation component. After a pair of adjacent screw anchors are driven, the controller causes motion controllers to orient the mast so that an alignment jig for supporting truss apex hardware is held in place relative to the driven screw anchors at a predetermined point in space above them so that upper leg sections can be sleeved over connecting portions of the apex hardware and down on to the driven screw anchors.

Abstract: A subsea distribution equipment assembly includes a modular structure with a block having a metallic structure and panels that allow the configuration for several pieces of equipment, in such a way that both the hydraulic instrumentation and the electrical instrumentation are also modularized. A method of assembly a subsea distribution equipment assembly includes transporting a first block and a second block using a crane of a vessel, aligning and connecting eye joints installed on each of the first and second blocks, connecting a foundation to the first and second blocks using the crane and a trolley, and installing an umbilical termination assembly jumper between the first and second blocks.

Abstract: The present disclosure generally pertains to a lateral displacement surf system and methods of laterally displacing a watercraft to generate wake. The lateral displacement system includes at least one pair of foils configured to be extended from a hull on a first side of the watercraft at a level of approximately the waterline. Upon forward movement of the watercraft with extended foils, the watercraft is rotated about its vertical axis toward the first side and generates waves sufficient for the conduction watersport activities on a second side of the watercraft. In some instances, foils are built into the hull and extended from this position, while in other instances the foils are attached to the hull using attachment structures. Rotation of the foils about an axis of rotation approximately perpendicular to a longitudinal axis of the watercraft alters the angle of attack of the foils relative to the waterline.

Abstract: A method of installing a subsea pipeline supports at least one elongate pipe stalk at the surface of the sea at a first, relatively shallow-water location by virtue of buoyancy added to the pipe stalk. The pipe stalk is then towed at the surface to a second location that is in deeper water. There, with the pipe stalk supported between leading and trailing towing vessels, at least some of the added buoyancy is removed. This causes the pipe stalk to hang with catenary curvature beneath the surface between the vessels. The catenary-curved pipe stalk hanging between the vessels is then towed to a third location for subsea installation, which may involve upending the pipe stalk before landing a lower end portion of it on the seabed.

Abstract: The detection of a barrier behind a wellbore casing involves the injection of a fluid into the wellbore casing or the pumping of a fluid from the wellbore casing, and the monitoring in real-time of the fluid properties in two downhole fluid volumes separated by a packer. A detection system utilizes a pipe string equipped with a telemetry that is capable of transmitting fluid property data to a surface monitor while the pipe string remains in the wellbore casing, and preferably while the packer remains set against the wellbore casing.

Abstract: A micropile connection for supporting a vertical pile for a support system is disclosed herein. The micropile connection includes a base and two micropile sleeves attached thereto. The two micropile sleeves are configured to direct micropiles from opposing sides of the base across the base, such that the two micropiles cross through a vertical plane intersecting the base and between lateral edges of the base.

Abstract: The disclosure relates to an assembly for staging a pile, and a method of use for the assembly, the assembly having at least one stand having a base, having a front end and a rear end, wherein each stand includes: a lower arm assembly slidably connected to the base, wherein the lower arm assembly is configured to move laterally away and towards the pile, and further wherein the roller assembly further comprises a roller located towards the front end; and an upper arm assembly connected to the base, the upper arm assembly having a pivoting arm configured for pivoting towards and away from the base; and a second roller connected to an end of the pivoting arm.

Abstract: An apparatus for removing oil or other pollutants from the surface of water, comprising a platform having a left side wall, a right side wall, a rear wall, a front opening, a floor, and a bottom, one or more ballasts which adjust the platform floor relative to a level of oil on the water surface, wherein the oil flows from the front opening across the floor to the rear wall, a rear location near the rear wall to collect the oil from the platform floor; and a pump connected to the rear location that removes the oil from the rear location to a storage area which does not affect the ballast of the platform. The skimmer vessel can work stationary in the water, and does not require a propeller means, as the oil will continue to flow into the skimmer as the oil is pumped out of the rear by the gravity flow to the rear of the vessel.

Abstract: Implementation of an excavated artificial beach (1) of running water, using water (9) captured from an external water body (2), of any origin, which is treated by a flotation/decanting system (20), the water (6) of the excavated artificial beach (1) being returned to the external water body (2).

Abstract: A compressed gas energy storage system may include an accumulator for containing a layer of compressed gas atop a layer of liquid. A gas conduit may have an upper end in communication with a gas compressor/expander subsystem and a lower end in communication with accumulator interior for conveying compressed gas into the compressed gas layer of the accumulator when in use. A shaft may have an interior for containing a quantity of a liquid and may be fluidly connectable to a liquid source/sink via a liquid supply conduit. A partition may cover may separate the accumulator interior from the shaft interior. An internal accumulator force may act on the inner surface of the partition and the liquid within the shaft may exert an external counter force on the outer surface of the partition, whereby a net force acting on the partition is less than the accumulator force.

Abstract: A device and a method for securing a connection to be formed between a leg of a marine structure and a pile of a fundament fastened in a seabed. The connection has the leg partly inserted into an opening of the pile. The device is configured to be firmly connected to the leg. The device comprises a sleeve element configured, together with the leg of the marine structure, to be brought to vicinity of an upper portion of the pile. The device further has a clamping arrangement attached to the sleeve element comprising at least one clamping device configured to form an attachment between the sleeve element and the upper portion of the pile.

Abstract: A retaining wall extension system for extending a retaining wall, wherein the retaining wall includes an existing wall cap having an upper surface defining an elevation of the retaining wall, with the upper surface having a length and a width. The retaining wall extension system includes an extension cap arranged to be received by the existing wall cap of the retaining wall. The extension cap includes a first portion arranged to be received by the upper surface of the existing wall cap, and a second portion integrally formed with the first portion, wherein the second portion extends vertically upward from the first portion so as to extend the elevation of the retaining wall. A method of extending a retaining wall is also provided.

Abstract: A fixed permeable breakwater which also serves as a wave power generating device is provided and includes a structure, a structure fixing device and a wave-activated generator set, the structure is connected with a seabed through the structure fixing device, holes are arranged on an outer side of upper arc vertical walls of the structure, and spiral vane sets are placed in the holes; a spiral-gear generator is installed on the horizontal bearing plate, and waves push the spiral vane sets to rotate, and then push the spiral-gear generator to generate electricity.

Abstract: A wave suppressor device including a float member that includes end members, having a first aperture, wall members extending between the end members and defining a subsurface member receiving space, and a subsurface member axle configured to be positioned at least partially within and extend between the first aperture of each of the end members. The wave suppressor device further includes a subsurface member positioned partially within the subsurface member receiving space and extend outward, the subsurface member including an attachment section configured to rotatably attach to the subsurface member axle and a damping member.

Abstract: The disclosed water barrier systems may include a first mobile water barrier, and adjacent second mobile water barrier, and a translation mechanism for translating the first mobile water barrier and the second mobile water barrier toward each other. Lowering mechanisms may be configured to lower sidewalls of the mobile water barriers. The mobile water barriers may include sealing elements to form water seals between the adjacent mobile water barriers and between the sidewalls and a surface. Related methods of forming a water barrier assembly are also disclosed.