Breakwaters TRIZ Cases

A permeable sponge breakwater composed of doubly-curved hyperbolic paraboloids dissipates wave energy through absorption.

Modular elevated waterfront platform raises infrastructure above projected flood levels, preventing force transference during adverse events.

A multifunctional floating breakwater converts wave energy into electricity while providing a stable water environment for aquaculture.

Tunnel channels direct melt streams through separate passages to prevent mixing and reduce gate wear during multi-layer injection.

Monocoque fiberglass reinforced plastic dock floats integrate concrete beams to resolve service life versus fabrication cost trade-offs.

Cylindrical members with predetermined porosity reduce wave energy through drag and frictional effects.

Segmented nozzle channels control skin and core melt streams to resolve reciprocating movement inaccuracies and gate alignment difficulties.

Eccentrically prestressed profiles deflect against soil pressure to form earth pressure vaults that redirect loads into deeper subsoil.

Adjustable pile brackets accommodate imprecise pile placement while maintaining shear strength at joist-header connections.

Zig-zagged spines with adjustable ribs allow vessels to berth at 30-60 degrees, avoiding tight turns and accommodating varying boat sizes.

Screw-driven hollow precast concrete jars penetrate soft ground to prevent erosion and maintain vertical alignment under wave action.

Tapered joining portions squeeze bonding medium between erosion protection components, reducing grout quantity and stress concentrations during assembly.

A prefabricated wooden coastal protection wall uses triangular reinforcing plates to resist erosion.

Spaced rubber poles and polysulfide sealant raise seawall height to counter settling and rising ocean levels.

Segmented barrier walls filter sand from receding waves to retain beach sediment while enabling easy relocation of the lightweight structure.

A ferroelectric memory cell uses a field-effect transistor to self-regulate its threshold voltage for stable data reading.

A wave suppressor device uses a rotatable subsurface member to dissipate energy through fluid flow.

Integrated male and female connectors on modular pier sections allow single-person assembly, eliminating external hardware loss during installation.

Asynchronous tube motion redirects wave momentum, reducing erosion and maintenance costs of conventional rigid structures.

Modular polymer formwork enables watertight casting of reinforced concrete 3D trusses, eliminating installation hazards and saltwater corrosion.

An elliptical locking disc presses against a threaded rod in an adjustable dock leg, preventing unwanted rotation caused by external forces.

A removable erosion control system uses clamped cross-members to dissipate wave energy and protect shorelines.

A smart breakwall diversion system redirects incoming wave forces through porous voids and step diverters to manage shoreline water flow.

Vertical dock supports anchor a cantilevered canopy frame, eliminating mooring area obstruction while providing seasonal protection.

Segmented molding systems produce modular breakwater blocks with interlocking shear keys, resolving stability versus production complexity trade-offs.

Segmented flexible netting with rigid blocks dissipates wave forces while preserving tidal circulation in weak organic soils.

A modular quay wall attachment system secures coral, fish, and plant modules to underwater structures.

A modular wave-energy absorption system uses flexible ribs to dissipate incoming wave forces through structural deformation.

Porous concrete breakwater design maintains water exchange while dissipating wave energy through spiral vanes to generate electricity.

Flexible net structures trap moving sand while allowing water flow, preventing coastal erosion without hindering marine activities.

A geotextile-polypropylene sediment barrier uses a rigid supporting structure and an upstream tail portion to control water flow.

A dock-mounted backstop uses flexible arms to slow and stop a boat during docking maneuvers.

A wave absorbing block with concavely curved legs and a unified column part dissipates incoming wave energy through gravity and refraction.

Elastic anchors connect modular tire units to reduce construction complexity and cost while maintaining effective wave attenuation.

Segmented airbag buffers link modular floats, reducing installation time and maintenance costs while absorbing wave energy.

A dock leveling system uses a threaded rod and clamps to adjust elevation via cordless drill rotation.

A modular deck structure uses link beams and connecting pieces to join support parts, enabling automatic positioning of deck elements.

Modular harbor units dampen incoming waves while allowing energy to pass through gaps, reducing vessel movement and construction complexity.

Segmented slotted vertical barriers reduce coastal erosion by dissipating wave energy while preventing rip current formation.

Tension units pass through boreholes in concrete float modules to resolve shear stress and stability issues while enabling flexible assembly.

A modular underwater labyrinth structure dissipates wave energy through turbulence and friction generated by segmented module contours.

Quay wall absorption blocks use half-octagonal walls to form closed-end flow chambers that dissipate wave energy across a larger surface area.

Slidable flanges and pivoting guides adjust pile guide positioning to accommodate varying distances between piles and dock structures.

Flexible lines and winches tension movable floating booms, resolving rigidity contradictions that cause jamming during water surface movements.

A buoyant structure tunnel incorporates dynamic movable tendering mechanisms to secure watercraft entry and exit operations.

A wave resistant dock assembly channels water through internal flow spaces and discharge gaps to minimize structural damage.

Segmented resonant buoys dissipate 47% of deep-water wave energy via destructive interference, avoiding complex continuous breakwater structures.

Interconnected biomatter mats disrupt wave energy through flexible tension yoke connections.

Segmented wave suppressors with one-way valves and shelves redirect wave energy to deposit sediment, restoring eroded coastlines.