The EPX2 Resilient Waterfront Platform is a new and useful process, a resilient building technology that provides for the efficient adaptation and safeguard of waterfronts against adverse events. It is an optimized, elevated Waterfront Resiliency infrastructure solution that is legible, practical, high quality, highly efficient, and deployable, and provides a timely go-to standard for new and existing Waterfront communities and historic districts at risk to Climate Change. One purpose of this resilient building technology is to improve public safety and minimize property damage in response to accelerating climate change forces, including seismic, flooding, and sea level rise. The platform assembly is comprised of several components including elevated sea walls, wharves, piers, buildings, accessways and the rehabilitation of historic architecture components, as applicable. It is an effective, practical, and permanent solution to resist natural forces, while providing a modernized platform for a variety of waterfront experiences.

The EPX2 Resilient Waterfront Platform is a new and useful process, a resilient building technology that provides for the efficient adaptation and safeguard of waterfronts against adverse events. It is an optimized, elevated Waterfront Resiliency infrastructure solution that is legible, practical, high quality, highly efficient, and deployable, and provides a timely go-to standard for new and existing Waterfront communities and historic districts at risk to Climate Change. One purpose of this resilient building technology is to improve public safety and minimize property damage in response to accelerating climate change forces, including seismic, flooding, and sea level rise. The platform assembly is comprised of several components including elevated sea walls, wharves, piers, buildings, accessways and the rehabilitation of historic architecture components, as applicable. It is an effective, practical, and permanent solution to resist natural forces, while providing a modernized platform for a variety of waterfront experiences.

The present invention discloses an ecological seawall water close side embankment slope drainage structure and a construction method thereof. The ecological seawall water close side embankment slope drainage structure includes a seawall, and further includes a wave dissipation ridge and water collecting wells, wherein the wave dissipation ridge is disposed at an upper side of the seawall, a drainage blind ditch is formed in an upper surface of the seawall, and the drainage blind ditch is matched with the wave dissipation ridge; the water collecting wells are distributed at a lower side of the drainage blind ditch at equal intervals, and lower end portions of the water collecting wells communicate with drainage concealed pipes; and pipe seats are disposed at a lower end portion of an inclined plane of the seawall, lower end portions of the drainage concealed pipes are fixedly connected onto the pipe seats, and flap valves are rotationally connected to lower end surfaces of the drainage concealed pipes. The present invention not only can reduce the erosion degree of sea waves to the seawall, but also can collect seawater going over the wave dissipation ridge and discharge the collected seawater into the sea again.

The present invention discloses an ecological seawall water close side embankment slope drainage structure and a construction method thereof. The ecological seawall water close side embankment slope drainage structure includes a seawall, and further includes a wave dissipation ridge and water collecting wells, wherein the wave dissipation ridge is disposed at an upper side of the seawall, a drainage blind ditch is formed in an upper surface of the seawall, and the drainage blind ditch is matched with the wave dissipation ridge; the water collecting wells are distributed at a lower side of the drainage blind ditch at equal intervals, and lower end portions of the water collecting wells communicate with drainage concealed pipes; and pipe seats are disposed at a lower end portion of an inclined plane of the seawall, lower end portions of the drainage concealed pipes are fixedly connected onto the pipe seats, and flap valves are rotationally connected to lower end surfaces of the drainage concealed pipes. The present invention not only can reduce the erosion degree of sea waves to the seawall, but also can collect seawater going over the wave dissipation ridge and discharge the collected seawater into the sea again.

Methods, systems, and computer-readable media that implement an autonomous modular breakwater system. An example system includes a plurality of autonomous submersible structures, each configured to mechanically link to any other of the plurality of autonomous submersible structures to form a breakwater. The system includes a controller configured to perform operations including: determining a location for construction of a breakwater; determining an initial location of each of the plurality of autonomous submersible structures; selecting, based at least in part on the initial location of each of the plurality of autonomous submersible structures, a subset of the plurality of autonomous submersible structures for constructing the breakwater; and transmitting, to each of the selected autonomous submersible structures, instructions to transit from the respective initial location to the location for construction of the breakwater and to mechanically couple to at least one other autonomous submersible structure to form the breakwater.

A barrier for restriction of passage across or through a body of water, the barrier including a plurality of interconnected buoyant bodies which are spaced apart from one another in a longitudinal array, a plurality of deterrent components on or between the buoyant bodies and obstructive material which in use extends downwardly from the buoyant bodies.

A loading ramp includes a contoured component with upwardly sloping surfaces and an opening for receiving the hull of a watercraft. The contoured component has a centrally located lower surface relative to the sides and front of the contoured unit. The loading ramp incorporates a way for the loading ramp to attach to a modular floating vessel platform.

A boat dock structure includes an upper deck, sides extending downward from the upper deck, and a wheel bumper having a substantially round shape. The wheel bumper has a first portion and a second portion, the first portion being positioned under the upper deck, the second portion extending outward from the open or cutout portion of at least one of the sides to protect the boat dock and a boat from damage when the boat is docking at the boat dock adjacent to the wheel bumper. At least one of the sides may have an open or cutout portion.

A load distributing and absorbing system that lies below a barrier layer that is exposed to percussive and/or point-applied forces. The load distributing and absorbing system has one or more load distributing and absorbing tiles. At least some of the tiles have an underlayment infrastructure positioned below a barrier layer. The underlayment infrastructure includes one or more hat-shaped absorbing members. Each has a ceiling primarily for load distribution and a curvilinear wall primarily for load absorption extending from the ceiling. A transition feature is provided to smoothly graduate from one height and type of load distributing and absorbing tile to a load distributing and absorbing tile of another type and height. He system distributes and absorbs forces applied to the barrier layer over a broad area when applied either on a seam between adjacent tiles or within a tile.

Proposed is a wave-dissipating block including: a body placed on a seabed perpendicularly thereto and having a shape of a polygonal column, a cylinder, an oval column, or a cross-shaped column; male coupling protrusions formed on a first surface of the body in a height direction thereof and on a surface opposite to the first surface, respectively; female coupling grooves formed in a second surface of the body in the height direction thereof and in a surface opposite to the second surface, respectively; a habitat part configured as a space defined at a center portion of the body or a portion of the body; a dividing plate provided as a plate dividing the habitat part into habitat parts; a through hole formed in the dividing plate; and a space part having a space defined between multiple bodies of wave-dissipating blocks connected adjacently to each other.