Breakwaters TRIZ Cases

See how a piston-array wave generator with independent control and flexible covering enables sa

An overhead shore-power line on the passenger bridge replaces underground quay cables, cutting infrastructure work while avoiding traffic obstruction and cable damage.

A swivel socket and pin coupler eases floating dock alignment and secure connection while allowing yaw, pitch, and roll motion.

Cam-profile clips and lever locks speed dock section assembly while holding telescoping legs securely across changing water depths.

Composite panels, non-corroding fasteners, and sealant isolate steel sheet piles from oxygen and water to extend seawall life.

Shock absorbers in a watercraft stabilizer redirect swell loads away from the mast, reducing damage while preserving deck space.

Two interlocking blocking bodies simplify transport and offshore installation while dissipating wave energy to reduce beach erosion.

Lightweight dock modules use E-channel connections and concealed fasteners to simplify transport, reconfiguration, and safer installation.

Angled openings in cementitious wave units improve stability under high wave energy while supporting durable, eco-friendly shoreline habitats.

Modular calcium carbonate cementitious units resist wave-driven erosion, stabilize shallow shorelines, and create reef habitat without heavy machinery.

Varying surface slopes redirect waves to return most energy to the sea, reducing destructive dissipation and coastal impact.

Curved concrete domes dissipate wave energy and trap sediment for self-anchoring shoreline protection with less scour and better water exchange.

Angled and perpendicular shoreline units dissipate wave energy, resist storm erosion, and create interstitial habitat for aquatic life.

Vertical arrays of decommissioned wind turbine blades dissipate wave energy, curb shoreline erosion, and preserve water exchange and fauna access.

UHMW polymer inserts isolate pile contact to reduce saltwater corrosion, friction, and wear while allowing low-cost replacement of worn guide parts.

Vertical penetration holes and segmented concrete columns reach bedrock through soft seabed ground to prevent underwater structure subsidence at lower cost.

Uneven 3D-printed seawall panels use non-leaching mortar and concrete filling to support marine attachment while preserving structural integrity.

Flexible joints and polymeric binding elements let a watercraft port canopy move with a floating dock, reducing fatigue, cracking, and wear.

Column rebar assemblies couple stacked underwater concrete blocks without waterproof membranes, cutting marine construction cost and time.

Rough, calcium-rich asphalt cement coating turns discarded marine concrete into an oyster-settling surface that also improves wave absorption.

CFD-optimized perforated floating walls and adjustable winch anchoring dissipate wave energy while adapting to tides and reducing shoreline erosion.

Vertical concrete louvers and cultch spaces cut wave energy before reef maturity, enabling oyster growth in harsh coastal conditions.

Interlocking concrete blocks form a longitudinal groyne without a dam core, preserving navigation width while supporting erosion protection and sediment transport.

Integrated flanges and engagement members align dock segments without design-specific jigs, reducing assembly time and cost.

Oyster shell powder, coral sand, kelp, and controlled pH in a cement coating promote settlement on riprap while supporting wave absorption and biodiversity.

Bio-inspired modular pylons adapt to seabeds, dissipate waves, and convert omnidirectional wave motion into electricity.

Low wave-energy transmission is addressed with interconnected caissons, a convex front, fins, and Torricelli columns for stability.

This case shows how flush-back crest elements and staggered armour reduce structural demands while managing wave energy.

This case shows how segmented reinforced-concrete sea walls reduce transport difficulty while resisting waves and shoreline erosion.

Inclined semi-flexible panels convert rotational wave energy into laminar flow, preserving water flow and limiting sediment accretion.

A thermoplastic pile guide construct prevents dock detachment during storms by using a limiting cap to restrict vertical travel while allowing tidal movement.

Vertically-extending slotted breakwater walls reduce rubble material consumption while maintaining effective wave reflection characteristics.

Segmenting the sea wall into modular blocks with integrated reinforcement reduces wave energy while simplifying transport and installation.

A modular interlocking flotation assembly uses standardized shells with integrated couplers to create versatile water platforms.

A floating module joint design extends a hollow through the full wall thickness to ensure total mechanical continuity between connected units.