Floating Wave Attenuator Using Corrugated Pipes

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Solution Overview

Problem

Existing wave attenuation systems are inadequate in dissipating wave energy to protect shorelines and marine structures from damage and erosion, as they either rely on costly materials or lack effective buoyancy solutions.

Innovation Solution

A floating wave attenuator composed of elongated corrugated pipes connected in a triangular formation, secured by cables and anchors, with optional double-walled pipes for buoyancy and adjustable elastic cables to maintain depth and stability, dissipates wave energy through a combination of mass and turbulence.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Loss of energy

If large mass structures like concrete breakwaters are used for wave absorption, then wave energy dissipation is improved, but material cost and construction complexity increase

Engineering Contradiction:
Improvewave energy dissipationVSAvoidmaterial quantity
Core Design Contradiction:
Loss of energyVSQuantity of substance

Solution Approach 1:

The patent changes the physical parameters of the breakwater by using corrugated pipes with specific dimensional ratios (length-to-diameter ratio between 2:1 and 10:1) and wall thickness ratios (wall thickness to diameter ratio between 0.01:1 and 0.1:1). These parameter optimizations allow the structure to achieve effective wave energy dissipation while using significantly less material compared to traditional concrete breakwaters.

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent employs thin-walled corrugated pipes as the primary structural element. The corrugated configuration provides structural strength while maintaining thin walls, reducing material quantity. The flexible nature of the pipes allows them to interact with waves dynamically, enhancing energy dissipation through deformation and turbulence generation.

Inventive Principle:
Principle #30Flexible shells and thin films

2Stability of the object's composition

If traditional floating breakwater materials are used, then buoyancy is achieved, but structural effectiveness in wave attenuation is reduced

Engineering Contradiction:
Improvebuoyancy stabilityVSAvoidwave energy dissipation
Core Design Contradiction:
Stability of the object's compositionVSLoss of energy

Solution Approach 1:

The patent utilizes the curved, corrugated configuration of the pipes to enhance wave interaction. The corrugations create turbulence and eddies as waves pass through, significantly improving energy dissipation. The circular cross-section provides inherent buoyancy stability while the corrugated outer surface increases drag and wave energy absorption.

Inventive Principle:
Principle #14Spheroidality (Curvature)

Solution Approach 2:

The flexible corrugated pipes are allowed to move and deform dynamically in response to wave action rather than being rigidly fixed. This dynamic response enables the structure to absorb wave energy through controlled deformation and movement, improving attenuation effectiveness while maintaining buoyancy stability.

Inventive Principle:
Principle #15Dynamics

3Quantity of substance

If corrugated pipes are used instead of solid concrete structures, then material cost and weight are reduced, but wave energy dissipation capability may be compromised

Engineering Contradiction:
Improvematerial quantityVSAvoidwave energy dissipation
Core Design Contradiction:
Quantity of substanceVSLoss of energy

Solution Approach 1:

The corrugated pipe structure creates an effective porous configuration that allows water to flow through while generating turbulence. The corrugations act as flow obstacles that dissipate wave energy through friction and eddy formation, achieving effective wave attenuation with minimal material quantity.

Inventive Principle:
Principle #31Porous materials

Solution Approach 2:

The patent leverages hydraulic principles by allowing water flow through the corrugated pipes. The wave-induced water movement through the corrugated structure creates drag forces and turbulence that dissipate wave energy, converting mechanical wave energy into turbulent flow and heat.

Inventive Principle:
Principle #29Pneumatics and hydraulics

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The system effectively reduces wave energy by creating a substantial cross-sectional area and utilizing buoyancy to maintain stability, protecting shorelines and marine structures while minimizing material costs and external buoyancy requirements.

Implementation Method 1

each corrugated pipe includes a double-wall. The double-wall includes space between the walls to provide buoyancy to the corrugated pipe. The space includes among others, air, or a material that is lighter than water.

Methodology Applied
Scientific EffectBuoyancy: Archimedes' Principle (Buoyancy)

Implementation Method 2

A well known turbulence-generating breakwater is the common floating scrap-tire breakwater. It is made by connecting tires together and floating them with cubes of Styrofoam, for example. The floating scrap-tire breakwater attenuates waves through a loss of energy caused by multiple openings and 'traps' that the water must pass through.

Methodology Applied
Scientific EffectTurbulence: Turbulence

Implementation Method 3

The general physical principles that relate to the wave attenuating ability of a specific floating breakwater are reflection, absorption, and turbulence.

Methodology Applied
Scientific EffectReflection: Reflection

Data Source

PatentUS9469954B2Wave attenuator
Publication Date: 2016.10.18 WAHOO DOCKS LLC
  • US9469954B2 patent drawing
  • US9469954B2 patent drawing
  • US9469954B2 patent drawing

AI summary

A floating wave attenuator including a plurality of elongated pipes, each including a plurality of corrugated pipes connected end-to-end, wherein the elongated pipes are secured together into a triangular formation oriented substantially between a protected area and anticipated wave activity, to provide a cross section against the wave activity, an opening at each end of the elongated pipes, for providing the elongated pipes to be substantially filled with water due to wave activity, and a plurality of cables for securing a selected corrugated pipe at its desired location within the water.