WO2010017841A1 - Construction portuaire réduisant les perturbations nautiques entraînées par le flux de marée - Google Patents

Construction portuaire réduisant les perturbations nautiques entraînées par le flux de marée Download PDF

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Publication number
WO2010017841A1
WO2010017841A1 PCT/EP2008/060677 EP2008060677W WO2010017841A1 WO 2010017841 A1 WO2010017841 A1 WO 2010017841A1 EP 2008060677 W EP2008060677 W EP 2008060677W WO 2010017841 A1 WO2010017841 A1 WO 2010017841A1
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WO
WIPO (PCT)
Prior art keywords
harbour
seawall
pipe
longitudinal perforated
longitudinal
Prior art date
Application number
PCT/EP2008/060677
Other languages
English (en)
Inventor
Marc Stordiau
Piet Kerckaert
Original Assignee
Marc Stordiau
Piet Kerckaert
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Marc Stordiau, Piet Kerckaert filed Critical Marc Stordiau
Priority to PCT/EP2008/060677 priority Critical patent/WO2010017841A1/fr
Publication of WO2010017841A1 publication Critical patent/WO2010017841A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
    • E02B9/08—Tide or wave power plants
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/30—Energy from the sea, e.g. using wave energy or salinity gradient

Definitions

  • the invention relates to a seawall equipped with a special device able to reduce nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast, and optionally able to generate power such as electricity from the movement of the sea such as tide.
  • the invention also relates to a method for reducing nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast, and a harbour construction suitable for reducing nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • the seawall according to the invention is able to reduce the amounts of sedimentation in harbours.
  • the Venturi Effect is defined in the art as a drop in fluid pressure that results when an incompressible fluid flows through a constricted section of pipe.
  • the Venturi Effect may be derived from a combination of Bernoulli's principle and the equation of continuity.
  • the fluid velocity must increase through the constriction to satisfy the equation of continuity, while its pressure must decrease due to conservation of energy: the gain in kinetic energy is supplied by a drop in pressure or a pressure gradient force.
  • the tidal current is usually parallel or almost parallel to the coast. Marine seawalls and harbour dams, which have been built for several decades, are not parallel to the tidal current, thus perturbing the natural flow of the tide. This results in increasing the perturbation of the sea flow such as the velocity of the flow across fair-way of harbours or harbour entrances. It is well-known that the water velocity across an access channel can reach high values in case of very large marine seawalls or harbour dams. The sailing in the fair-way or near entrances of a harbour appears to be very challenging and even dangerous when the velocity of the flow goes over values of 4 to 5 m.s "1 .
  • JP101 15279 discloses a seawater turbine generation by dam formed by utilizing high/low tide of seawater.
  • Katsura divulges a device wherein the water is temporally stored within the dam at a high tide.
  • WO2005/017349 discloses an energy generator powered by tidal currents and comprises a turbine in turbine housing for rotation therein about a substantially vertical axis.
  • WO2005/026535 discloses a tidal energy system which is capable of extracting energy from the potential and kinetic energies of the ocean tides, ocean waves and offshore wind and which integrates the hydrogen fuel cell with tidal energy.
  • US 6,792,753 discloses a system for generating power using natural tidal effects and the pressure difference of localised area of water.
  • the system intends to equalize the sea level of both localised area of water and to produce electricity when equalization of the sea level takes place.
  • Nautical perturbations can be an increasing of the tide velocity, the erosion in harbour entrance, the sedimentation or the presence of silt inside harbours or harbour entrances.
  • the longitudinal perforated seawall according to the invention can be configured to produce power such as electricity from the tide.
  • the present invention provides a longitudinal perforated seawall suitable for reducing nautical perturbations caused by the tide-flow which is generated by the presence of marine seawalls and harbour dams across the coast, having a harbour facing side and a sea facing side, said longitudinal perforated seawall comprising at least one pipe located below the water level and disposed with an inlet at the sea-facing side and at least one outlet.
  • the present invention provides a method for reducing nautical perturbations caused by the tide-flow which is generated by the presence of marine seawalls and harbour dams across the coast comprising the steps of: providing a longitudinal perforated seawall according to the invention to an existing harbour or to the shore, having a harbour-facing side and a sea-facing side, and comprising at least one pipe located below the water level and disposed with an inlet at the sea-facing side and at least one outlet, - such that water from the sea flows within said pipe from the inlet, such that water from the sea exits of said pipe from the outlet, and so reducing nautical perturbation caused by the tide-flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • the present invention provides the use of at least one longitudinal perforated seawall according to the invention for reducing nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • the present invention also provides a harbour construction suitable for reducing nautical perturbations caused by the tide-flow which is generated by the presence of marine seawalls and harbour dams across the coast, comprising at least one longitudinal perforated seawall according to the invention, which comprise at least one pipe located below the water level and disposed with an inlet at the sea-facing side, at least one outlet and optionally wherein at least part of the harbour-facing side of said longitudinal perforated seawall is juxtaposed to the marine seawalls and harbour dams.
  • FIG. 1 represents a schematic view of a longitudinal perforated seawall according to the invention having a width w and a length L.
  • FIG. 1 b represents a schematic view of a harbour construction comprising one longitudinal perforated seawall.
  • FIG. 2 represents a schematic view of a harbour construction comprising two longitudinal perforated seawalls wherein the length of at least one pipe is equal to the width of the longitudinal perforated seawall according to an embodiment of the invention.
  • FIG. 3 represents a schematic view of a harbour construction comprising two longitudinal perforated seawalls wherein the length of the pipe is greater than the width of the longitudinal perforated seawall according to another embodiment of the invention.
  • FIG. 4 represents a schematic view of a harbour construction comprising two longitudinal perforated seawalls wherein the outlet of at least one pipe is located on the sea-facing side of the longitudinal perforated seawall according to further embodiment of the invention.
  • FIG. 5 represents a schematic view of a harbour construction comprising two longitudinal perforated seawalls wherein the length of at least one pipe is greater than the width of the seawall and at least one inlet is located outside the longitudinal perforated seawall of the pipe according to an embodiment of the invention.
  • FIG. 6 represents a schematic view of a harbour construction comprising two longitudinal perforated seawalls wherein pipes of said longitudinal perforated seawalls are connected to each other according to another embodiment of the invention.
  • FIG. 7 represents a schematic view of a harbour construction comprising two longitudinal perforated seawalls wherein the outlet of at least one pipe is located outside the harbour construction according to a further embodiment of the invention.
  • FIG. 8 represents a schematic view of a harbour construction whereby the invention is applied in an existing harbour without seawall extensions
  • FIG. 9 represents a cross section of part of a harbour construction comprising one longitudinal perforated seawall juxtaposed to marine seawalls and harbour dams according to an embodiment.
  • FIG. 10 represents a cross section of a pipe comprising optionally one tide-turbine according to an embodiment.
  • FIG. 1 1 represents a cross section of a pipe comprising optionally one tide-turbine according to a further embodiment.
  • the present invention provides a longitudinal perforated seawall suitable for reducing nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast, and having a harbour-facing side and a sea- facing side, said longitudinal perforated seawall comprising at least one pipe located below the water level and disposed with an inlet at the sea-facing side and at least one outlet.
  • the term “harbour” refers to a construction extending to the sea and protected by seawalls or harbourdams.
  • the term “seawall” or “breakwater” refer to all constructions to protect a harbour.
  • sea-facing side is the side of the seawall facing the open sea or the facing the tide.
  • harbour-facing side is the side of the seawall located inside the harbour.
  • fair-way or “harbour entrance” refer to a corridor only used for the sailing of ships.
  • the "fair-way” or “harbour entrance” are located between the ends of two longitudinal seawalls.
  • the term "nautical perturbations” refers to a phenomenon taking place near a harbour, the fair-way of a harbour, or all harbour entrance and based on the Venturi effect or contraction of the sea. Due to a pressure increasing of the water on the seawall of a port, a funnel is created near the port, thus increasing the velocity of the tidal currents at this place.
  • the “nautical perturbations caused by the tide flow” refers to changes in the velocity and the direction of the natural flow of the tide near the coast or the land when a harbour is present on said coast or land.
  • the “nautical perturbations caused by the tide flow” also refers to the erosion in front of the harbour entrance, the sedimentation and the presence of silt inside the harbour entrances.
  • reducing nautical perturbations caused by the tide flow refers to decreasing or lowering nautical perturbations caused by the tide flow for example the drop of tide velocity, the diminution of erosion in front of the harbour entrance, the reduction of sedimentation and silt inside the harbour entrances.
  • target flow refers to the movement of the water influenced by the tide.
  • pipe refers to a tube or a hollow cylinder for the conveyance of fluid such as water.
  • the pipe is located below the water level.
  • the term “tide-turbine” refers to a specific type of rotary engine that extracts energy, for example electrical energy from fluid flow, such as for example tide currents.
  • the longitudinal perforated seawall comprises at least one pipe wherein the length of said pipe is equal or greater than the width of said longitudinal perforated seawall. In a preferred embodiment, the length of said pipe is equal to the width of said longitudinal perforated seawall. In another preferred embodiment, the length of said pipe is greater than the width of said longitudinal perforated seawall.
  • the angle between the longitudinal axis passing though the centre of the inlet of said pipe and the flow of the sea is comprised between -30° and 30°, preferably between -15° and 15°.
  • the longitudinal axis passing though the centre of the inlet of said pipe and the flow of the sea are parallel.
  • the longitudinal perforated seawall comprises at least one pipe located within said longitudinal perforated seawall.
  • the number of pipes depends on the length of the longitudinal perforated seawall and the increasing of nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • the longitudinal perforated seawall can have 1 , 2, 3, 4, 5, 6, 7, 8, 9, 10, 1 1 , 12, 13, 14, 15 pipes, or a value in the range between any two of the aforementioned values; preferably between 1 and 10 pipes.
  • Diameter may be 1 , 2, 3, 4, 5, 6, 7, 8, 9, 10, 1 1 , 12, 13, 14, 15 meters, or a value in the range between any two of the aforementioned values; preferably between 1 and 12 meters and more preferably between 4 and 12 meters.
  • the longitudinal perforated seawall can have a length L of 10, 100, 500 meters, 10km, 20, 30, 40, 50, 60, 70, 80, 90, 100 kilometres or a value in the range between any two of the aforementioned values, preferably the length of the longitudinal perforated seawall ranges from 100 meters to 20 kilometres and more preferably from 100 meters to 5 kilometres.
  • the longitudinal perforated seawall can have a width w of 1 , 10, 50, 100, 200, 300, 400, 500, 600, 700, 800, 900 meters, 1 kilometres or a value in the range between any two of the aforementioned values; preferably from 1 meter to 100 meters.
  • the outlet of the pipe can be located either at the sea-facing side or at the harbour-facing side of the longitudinal perforated seawall.
  • the outlet and the inlet can be provided with a non-return valve.
  • the inlet and the outlet of the pipe can be coupled with a filter, a screen or a trash-rack to stop at the entrance of the pipe being blocked with floating and submerged objects.
  • the inlet and the outlet can also be coupled with a hatch suitable to isolate the pipe from water and to remove water from it for maintenance.
  • the outlet of the pipe can be disposed outside of the longitudinal perforated seawall.
  • the inlet of the pipe can be disposed outside of the longitudinal perforated seawall.
  • the outlet is located distal to the longitudinal perforated seawall.
  • distal refers to a distance which may be 1 , 5, 10, 50, 100, 500 meters, 1 kilometre, 2, 3, 4, 5, 6, 7, 8, 9, 10 kilometres or a value in the range between any two of the aforementioned values.
  • the pipe can be connected to another pipe belonging to another longitudinal perforated seawall. In another embodiment, the pipe can be connected to another pipe from the same longitudinal perforated seawall.
  • the longitudinal perforated seawall is configured to decrease the velocity of the tide across the coast or harbour entrance between 0.6 m.s “1 and 4 m.s “1 , preferably between 0.6 m.s “1 and 3 m.s “1 , more preferably between 1 m.s “1 and 2 m.s “1 and even more preferably is 1 , 1.1 , 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, 1.8, 1.9, 2.0 m.s "1 .
  • the longitudinal perforated seawall 1 having a harbour facing side 25 and a sea facing side 24 comprises a pipe 11 below the water level wherein said pipe comprising one inlet 12 and one outlet 13.
  • the side 26 of the longitudinal perforated seawall is disposed either on the shore or on existing harbour dams or marine seawalls.
  • the longitudinal perforated seawall 1 is not parallel to the direction of the tide 5 (flood tide) or 6 (falling tide or ebb).
  • the direction of the tide 5 or 6 is almost parallel to the longitudinal axis 27 passing though the centre of the inlet of the pipe 11.
  • longitudinal perforated seawall 1 is illustrated with two pipes 11
  • said longitudinal perforated seawall may be equipped with more pipes.
  • FIG. 1 b a harbour construction comprising one longitudinal perforated seawall 1 and a non-perforated seawall 30 is illustrated in more details according to an embodiment of the invention.
  • the direction of the tide 5 (flood tide) and 6 (falling tide) are almost perpendicular to the longitudinal perforated seawall 1.
  • the longitudinal perforated seawall 1 is extended from the coast or the land 8.
  • the longitudinal perforated seawall 1 having a sea facing side 24 and a harbour facing side 25, comprises two pipes 11 located below the water level.
  • the length of the pipes 11 is greater than the width of the longitudinal perforated seawall.
  • the directions of the tide 5 and 6 are almost parallel to the longitudinal axis 27 passing though the inlet of the pipe 11.
  • the inlet and the outlet of the pipe 11 as well as fluvial installation that can be optionally juxtaposed to the longitudinal perforated seawall 1 are not shown.
  • the longitudinal perforated seawalls 1 are illustrated with two pipes, said longitudinal perforated seawalls may be equipped with less or more pipes 11 , depending on the nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast. If the longitudinal perforated seawall 1 comprises more or less than two pipes 11 , it will be understood that the length of the others pipes can be greater than or equal to the width of the longitudinal perforated seawall and can be connect to each other.
  • the harbour entrance 3 is located between the longitudinal perforated seawalls 1 and a non-perforated seawall 30.
  • the present invention provides a method for reducing nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast comprising the steps of: providing a longitudinal perforated seawall according to the invention to an existing harbour dam or to the shore, and having a harbour facing side and a sea facing side, comprising at least one pipe located below the water level and disposed with an inlet at the sea-facing side and at least one outlet, such that water from the sea flows within said pipe from the inlet, such that water from the sea exits of said pipe from the outlet, and - so reducing nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • the method is provided wherein the longitudinal perforated seawall comprises at least one pipe wherein the length of said pipe is equal or greater than the width of said longitudinal perforated seawall.
  • the angle between the longitudinal axis passing though the centre of the inlet of said pipe and the flow of the sea is comprised between -30° and 30°, preferably between -15° and 15°, preferably the longitudinal axis passing though the centre of the inlet of said pipe and the flow of the sea are parallel.
  • the method is provided wherein the diameter of the pipe is comprised between 1 and 15 meters, preferably between 1 and 12 meters and more preferably between 4 and 12 meters and even more preferably is 4, 5, 6, 7, 8, 9, 10, 11 , 12 meters.
  • a method whereby the velocity of the tide near the coast or harbour entrance is decreased between 0.6 m.s "1 and 4.0 m.s “1 , preferably between 0.6 m.s “1 and 3 m.s “1 , more preferably between 1 m.s “1 and 2 m.s “1 and even more preferably is 1 , 1.1 , 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, 1.8, 1.9, 2.0 m.s "1 .
  • nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams is decreased when a longitudinal perforated seawall having a harbour facing side and a sea facing side, and comprising at least one pipe located below the water level and disposed with an inlet at the sea-facing side and at least one outlet is provided.
  • the resulting velocity of the tide can depend on the position of the outlet side.
  • the resulting velocity of the tide can also depend on the distance between the outlet and the fair-way of the harbour or harbour entrance.
  • Applicants have shown also that providing a longitudinal perforated seawall according to the invention will lead to a diminution of erosion in harbour entrance and a reduction of sedimentation in outer harbour entrances. Thus, the need of maintenance dredging is reduced.
  • the present invention provides the use of at least one longitudinal perforated seawall according to the invention for reducing nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • the present invention also provides the use of at least one longitudinal perforated seawall for decreasing the velocity of the tide near harbour entrance.
  • the present invention also provides the use of at least one longitudinal perforated seawall for the diminution of erosion in harbour entrance.
  • the present invention also provides the use of at least one longitudinal perforated seawall for reducing sedimentation in outer harbour entrances.
  • the invention is also useful to produce electricity. Longitudinal perforated seawalls can be useful for the construction of a new harbour or for adapting an existing harbour.
  • the present invention provides a harbour construction suitable for reducing nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast, comprising at least one longitudinal perforated seawall according to the invention, which comprises at least one pipe located below the water level and disposed with an inlet at the sea-facing side, at least one outlet and optionally wherein at least part of the harbour-facing side of said longitudinal perforated seawalls is juxtaposed to the marine seawalls and harbour dams.
  • the present invention provides a harbour construction comprising between 1 , 2, 3, 4, 5, 6, 7, 8, 9 or 10 longitudinal perforated seawalls, or a value in the range between any two of the aforementioned values; preferably between 1 to 6 longitudinal perforated seawalls.
  • a harbour construction wherein the longitudinal perforated seawalls according to the invention comprise at least one pipe wherein the length of said pipe is equal or greater than the width of said longitudinal perforated seawalls.
  • a harbour construction wherein the angle between the longitudinal axis passing though the centre of the inlet of said pipe and the flow of the sea is comprised between -30° and 30°, preferably between -15° and 15°. More preferably the longitudinal axis passing though the centre of the inlet of said pipe and the flow of the sea are parallel.
  • a harbour construction wherein the longitudinal perforated seawalls comprise at least one pipe located within said longitudinal perforated seawall.
  • the number of pipes depends on the length of the longitudinal seawall and the increasing of the nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • a harbour construction is provided wherein the angle between a longitudinal axis passing though the centre of the outlet of the pipe and the fair-way or harbour entrance of said harbour construction is comprised between -60° and 60°.
  • the angle between a longitudinal axis passing though the centre of the outlet of the pipe and the fair-way or harbour entrance of said harbour construction is comprised between 45° and 135°.
  • the distance between the fair-way or harbour entrance and the outlet of the pipe will depend on the length of the longitudinal perforated seawall and the increasing of the nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • the angle between a longitudinal axis passing though the centre of the outlet of the pipe and the fair-way or harbour entrances will depend on the length of the longitudinal perforated seawall and the increasing of the nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • a harbour construction wherein the longitudinal perforated seawalls are configured to decrease the velocity of the tide near the coast or harbour entrance between 0.6 m.s "1 and 4 m.s “1 .
  • the velocity of the tide is decreased between 0.6 m.s “1 and 3.5 m.s “1 , more preferably between 0.6 m.s “1 and 3 m.s “1 , even more preferably between 1 m.s "1 and 2 m.s "1 and most preferably is 1 , 1.1 , 1.2, 1.3, 1.4, 1.5, 1.6, 1.7, 1.8, 1.9, 2.0 m.s "1 .
  • a harbour construction wherein said pipe comprises optionally at least one tide-turbine. Said tide-turbine is configured to produce electricity.
  • a harbour construction wherein said pipe comprises optionally between 1 and 10 tide-turbines, more preferably 1 , 2, 3, 4, 5, 6, 7, 8, 9 or 10 tide-turbines.
  • the tide-turbine comprises a generator and at least one rotor assembly.
  • the tide-turbine comprises between 1 and 10 rotor assemblies, preferably between 1 and 5 rotor assemblies, and more preferably comprises 1 or 2 rotor assemblies.
  • the generator is mechanically connected to the rotor assembly.
  • the rotor assembly comprises at least one propeller having a diameter smaller than the diameter of the pipes. More preferably, said rotor assembly comprises from 1 to 10 propellers, even more preferably from 1 to 5 propellers and most preferably comprises 1 , 2, 3, 4 or 5 propellers.
  • the angle between the longitudinal axis passing though the centre of the rotor assembly and the longitudinal axis of the pipe is comprised between -45° and 45°, preferably between -25° and 25° and more preferably is between -5° and 5°.
  • the rotor assembly comprises at least one longitudinal blade and at least one support material.
  • the angle between the longitudinal axis passing though the centre of the rotor assembly and the longitudinal axis of the pipe is comprised between 45° and 135°, preferably between -75° and 105° and more preferably is between -
  • said rotor assembly comprises between 1 and 20 longitudinal blades, even more preferably between 1 and 10 longitudinal blades, and most preferably comprises 1 , 2, 3, 4, 5, 6, 7, 8, 9 or 10 longitudinal blades.
  • said tide-turbines convert a rotational movement in electricity though the generator and are configured to produce at least 1 OkW, preferably between 10 and 1500 kW and more preferably between 500 and 1500 kW.
  • a harbour construction comprising at least one longitudinal perforated seawall according to the invention, which comprises at least one pipe located below the water level and disposed with an inlet at the sea-facing side, at least one outlet and comprising at least one tide-turbine, and optionally wherein at least part of the harbour-facing side of said longitudinal perforated seawall is juxtaposed to marine seawalls and harbour dams.
  • each pipe of the longitudinal perforated seawalls can be further provided with at least one hollow tube that connects said pipe to the top surface of the marine seawalls and harbour dams.
  • the hollow tube is also disposed with a trap at the top surface of the marine seawalls and harbour dams.
  • the angle between the longitudinal axis passing though the centre of said hollow tube and the longitudinal axis of the pipe is comprised between 45° and 135°, preferably between -75° and 105° and more preferably is between -85° and 95°.
  • the diameter of the hollow tube is equal to or greater than the diameter of the pipe and can be equipped with means to go down to the pipe for maintenance of said pipe or maintenance of the tide-turbine.
  • the hollow tube can be disposed above a tide-turbine.
  • FIG. 2 a schematic view of a harbour construction 4 comprising two longitudinal perforated seawalls 1 wherein the length of at least one pipe is equal to the width of said longitudinal perforated seawall according to an embodiment of the invention is illustrated.
  • the direction of the tide 5 or 6 is almost perpendicular to the longitudinal perforated seawalls 1.
  • the longitudinal perforated seawalls 1 are built from existing fluvial installations 30 which extended from the coast or the land 8.
  • Each longitudinal perforated seawall 1 having a harbour facing side 25 and a sea facing side 24 comprises one pipe 11 located below the water level.
  • the length of at least one pipe 11 is equal to the width of the longitudinal perforated seawalls.
  • the directions of the tide 5 or 6 are almost parallel to the longitudinal axis 27 passing though the inlet of the pipe 11.
  • longitudinal axis 27 is illustrated for only one pipe 11.
  • the inlet and the outlet of the pipe 11 as well as fluvial installation that can be optionally juxtaposed to the longitudinal perforated seawall 1 are not shown.
  • each longitudinal perforated seawalls 1 are illustrated with one pipe, said longitudinal perforated seawalls may be equipped with more pipes 11 , depending on the nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast. If the longitudinal perforated seawall 1 comprises more than one pipe 11 , it will be understood that the length of the others pipes can be greater than the width of the longitudinal perforated seawall.
  • the harbour entrance 3 is located between the two longitudinal perforated seawalls 1.
  • FIG. 3 a schematic view of a harbour construction 4 comprising two longitudinal perforated seawalls 1 wherein the length of the pipes are greater than the width of the longitudinal perforated seawalls according to an embodiment of the invention is illustrated.
  • the direction of the tide 5 or 6 is almost perpendicular to the longitudinal perforated seawalls 1.
  • the longitudinal perforated seawalls 1 are built from existing fluvial installations 30 which extended from the coast or the land 8.
  • Each longitudinal perforated seawall 1 having a harbour facing side 25 and a sea facing side 24 comprises one pipe 11 located below the water level.
  • the length of the pipes is greater than the width of the longitudinal perforated seawalls.
  • the directions of the tide 5 or 6 are almost parallel to the longitudinal axis 27 passing though the inlet 12 of the pipe 11.
  • longitudinal axis 27 is illustrated for only one pipe 11.
  • the outlet of the pipe 11 as well as marine seawalls and harbour dams that can be optionally juxtaposed to the longitudinal perforated seawall 1 are not shown.
  • each longitudinal perforated seawall 1 are illustrated with one pipe, said longitudinal perforated seawall may be equipped with more pipes 11 , depending on nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams near the coast.
  • the harbour entrance 3 is located between the two longitudinal perforated seawalls 1.
  • FIG. 4 a schematic view of a harbour construction 4 comprising two longitudinal perforated seawalls 1 wherein the outlet of at least one pipe is located at the sea-facing side of the longitudinal seawall according to an embodiment of the invention is illustrated.
  • the direction of the tide 5 or 6 is almost perpendicular to the longitudinal seawalls 1.
  • the longitudinal perforated seawalls 1 are built from existing fluvial installations 30 which extended from the coast or the land 8.
  • Each longitudinal perforated seawall 1 having a harbour facing side 25 and a sea facing side 24 comprises one pipe located below the water level.
  • the length of the pipe is greater than the width of the longitudinal seawall and the outlet of the pipe 13 is located at the sea-facing side of the longitudinal perforated seawall 1.
  • the directions of the tide 5 or 6 are almost parallel to the longitudinal axis 27 passing though the inlet of the pipe 11.
  • the longitudinal axis 27 is illustrated for only one pipe 11.
  • the inlet of the pipe 11 as well as fluvial installation that can be optionally juxtaposed to the longitudinal perforated seawall 1 , are not shown.
  • each longitudinal perforated seawall 1 are illustrated with one pipe, said longitudinal seawall may be equipped with more pipes 11 , depending on the nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • the harbour entrance 3 is located between the two longitudinal perforated seawalls 1.
  • the outlet of the others pipes can be not located at the sea-facing side of the longitudinal perforated seawall.
  • the length of the pipe can be equal to the width of the longitudinal perforated seawall.
  • FIG. 5 a schematic view of a harbour construction 4 comprising two longitudinal perforated seawalls 1 wherein the length of at least one pipe is greater than the width of the longitudinal perforated seawall and the inlet of at least one pipe is located outside the longitudinal perforated seawall according to an embodiment of the invention is illustrated.
  • the direction of the tide 5 or 6 is almost perpendicular to the longitudinal perforated seawalls 1.
  • the longitudinal perforated seawalls 1 are built from existing fluvial installations 30 which extended from the coast or the land 8.
  • Each longitudinal perforated seawall 1 having a harbour facing side 25 and a sea facing side 24 comprises one pipe located below the water level.
  • the length of the pipe is greater than the width of the longitudinal perforated seawall and the inlet of the pipe 12 is located outside the longitudinal perforated seawall 1.
  • the directions of the tide 5 or 6 are almost parallel to the longitudinal axis 27 passing though the inlet 12 of the pipe 11.
  • the longitudinal axis 27 is illustrated for only one pipe 11.
  • the fluvial installations that can be optionally juxtaposed to the longitudinal perforated seawall 1 are not shown. It will be understood that while each longitudinal perforated seawall 1 are illustrated with one pipe, said longitudinal perforated seawall may be equipped with more pipes 11 , depending on nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams near the coast.
  • the harbour entrance 3 is located between the two longitudinal perforated seawalls 1.
  • the inlet of the others pipes can be not located outside the longitudinal perforated seawall.
  • the length of the pipe can be equal to the width of the longitudinal perforated seawall.
  • FIG. 6 a schematic view of a harbour construction 4 comprising two longitudinal perforated seawalls 1 wherein pipes of said seawalls are connected to each other according to an embodiment of the invention is illustrated.
  • the direction of the tide 5 or 6 is almost perpendicular to the longitudinal perforated seawalls 1.
  • the longitudinal perforated seawalls 1 are built from existing fluvial installations 30 which extended from the coast or the land 8.
  • Each longitudinal perforated seawall 1 having a harbour facing side 25 and a sea facing side 24 comprises one pipe 11 which are connected to each other, thus providing a single pipe between the two longitudinal perforated seawalls of the harbour construction.
  • the length of the pipe is greater than the width of the longitudinal perforated seawall.
  • the inlet 12 and the outlet 13 of the pipe 11 can be located or not outside the longitudinal perforated seawall 1.
  • the directions of the tide 5 or 6 are almost parallel to the longitudinal axis 27 passing though the inlet 12 of the pipe 11.
  • the fluvial installations that can be optionally juxtaposed to the longitudinal perforated seawall 1 are not shown.
  • the inlet 12 can be the outlet and the outlet 13 can be the inlet.
  • each longitudinal perforated seawall 1 are illustrated with one pipe, said longitudinal perforated seawall may be equipped with more pipes 11 , depending on nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams near the coast.
  • the harbour entrance 3 is located between the two longitudinal perforated seawalls 1.
  • FIG. 7 a schematic view of a harbour construction 4 comprising two longitudinal perforated seawalls 1 wherein the outlet of at least one pipe is located outside the harbour construction according to an embodiment of the invention is illustrated.
  • the direction of the tide 5 or 6 is almost perpendicular to the longitudinal perforated seawalls 1.
  • the longitudinal perforated seawalls 1 are built from existing fluvial installations 30 which extended from the coast or the land 8.
  • Each longitudinal perforated seawall 1 having a harbour facing side 25 and a sea facing side 24 comprises one pipe located below the water level.
  • the length of the pipe is greater than the width of the longitudinal perforated seawall and the outlet of the pipe 13 is located outside the harbour construction.
  • the directions of the tide 5 or 6 are almost parallel to the longitudinal axis 27 passing though the inlet of the pipe 11.
  • the longitudinal axis 27 is illustrated for only one pipe 11.
  • the inlet of the pipe 11 as well as fluvial installation that can be optionally juxtaposed to the longitudinal perforated seawall 1 , are not shown.
  • each longitudinal perforated seawall 1 are illustrated with one pipe, said longitudinal perforated seawall may be equipped with more pipes 11 , depending on nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast.
  • the harbour entrance 3 is located between the two longitudinal perforated seawalls 1.
  • the outlet of the others pipes can be not located outside the harbour construction.
  • the length of the pipe can be equal to the width of the longitudinal perforated seawall.
  • FIG. 8 a schematic view of a harbour construction 4 whereby two longitudinal perforated seawalls are applied in an existing harbour without seawall extensions according to an embodiment of the invention is illustrated.
  • the direction of the tide 5 or 6 is almost perpendicular to the longitudinal perforated seawalls 1.
  • the longitudinal perforated seawalls 1 are built from the coast or the land 8 and are juxtaposed to existing fluvial installations 30.
  • Each longitudinal perforated seawall 1 comprises one pipe 11 located below the water level.
  • the length of the pipes is equal to the width of the longitudinal seawall.
  • the directions of the tide 5 or 6 are almost parallel to the longitudinal axis 27 passing though the inlet of the pipe 11. For clarity the longitudinal axis 27 is illustrated for only one pipe 11.
  • the inlet and the outlet of the pipe 11 as well as fluvial installation that can be optionally juxtaposed to the longitudinal perforated seawall 1 are not shown. It will be understood that while each longitudinal perforated seawall 1 are illustrated with one pipe, said longitudinal seawall may be equipped with more pipes 11 , depending on the nautical perturbations caused by the tide flow which is generated by the presence of marine seawalls and harbour dams across the coast. If the longitudinal perforated seawall 1 comprises more than one pipe 11 , it will be understood that the length of the others pipes can be greater than the width of the longitudinal perforated seawall and the inlet and the outlet of the pipe can be disposed outside the longitudinal perforated seawall or outside the harbour construction or can be connected to each other.
  • the harbour entrance 3 is located between the two longitudinal perforated seawalls 1.
  • FIG. 9 a cross section of a harbour construction comprising one longitudinal perforated seawall juxtaposed to marine seawalls and harbour dams according to an embodiment of the invention is illustrated.
  • the longitudinal perforated seawall 1 have a sea-facing side 24 and a harbour-facing side 25 comprises one pipe 11 located below the water level and disposed with an inlet 12.
  • the pipe 11 further comprises one tide turbine 16 and is provided with a hollow tube 15 connected to the top surface 14 of the fluvial installation 30. The outlet of the pipe is not shown.
  • the hollow tube 15 is located above the tide turbine 16.
  • FIG. 10 a cross-section of a pipe comprising one tide-turbine 16 according to a particular embodiment of the invention is illustrated.
  • the pipe 11 comprises an inlet 12, one tide-turbine 16 and is connected to the top surface of the fluvial installation with a hollow tube 15 located above said tide-turbine 16.
  • the outlet of the pipe is not shown.
  • the tide- turbine 16 comprises a rotor assembly 17 and a generator 18.
  • the rotor assembly comprises one propeller 19. It will be understood that while the rotor assembly 17 is illustrated with one propeller 19, said rotor assembly 17 may be equipped with more propellers, such as from 1 to 10 propellers, for example 1 propeller, 2 propellers, 3 propellers, 4 propellers or 5 propellers. Water passes though the pipe 11 from 20.
  • FIG. 11 a cross-section of a pipe comprising one tide-turbine 16 according to a further particular embodiment of the invention is illustrated.
  • the pipe 11 comprises an inlet 12, one tide-turbine 16 and is connected to the top surface of the fluvial installation with a hollow tube 15 located above said tide-turbine 16.
  • the outlet of the pipe is not shown.
  • the tide-turbine 16 comprises a rotor assembly 17 and a generator 18.
  • the rotor assembly 17 comprises four longitudinal blades 22 and at least one support material 23.
  • the support material is attached to an axis 21 in connection with the generator 18. It will be understood that while the rotor assembly 17 is illustrated with four blades 22 and at least one support material 23, said rotor assembly 17 may be equipped with more or less blades or support material, such as from 1 to 20 blades. Water goes though the pipe 11 from 20.

Abstract

La présente invention concerne généralement une digue perforée longitudinale (1) appropriée pour réduire les perturbations nautiques entraînées par le flux de marée qui est généré par la présence de digues marines et d’ouvrages longitudinaux portuaires sur la côte et qui possède un côté tourné vers le port et un côté tourné vers la mer, ladite digue perforée longitudinale (1) comprenant au moins un tuyau (11) positionné en dessous du niveau de l’eau et disposé avec une entrée (12) dans le côté tourné vers la mer et au moins une sortie (13). La présente invention concerne également un procédé pour réduire les perturbations nautiques entraînées par le flux de marée qui est généré par la présence de digues marines et d’ouvrages longitudinaux portuaires sur la côte. La présente invention concerne également l’utilisation d’au moins une digue perforée longitudinale dans une construction portuaire et une construction portuaire appropriée pour réduire les perturbations nautiques entraînées par le flux de marée qui est généré par la présence de digues marines et d’ouvrages longitudinaux portuaires sur la côte. L’invention présente l’avantage de réduire la vase et la sédimentation dans le port.
PCT/EP2008/060677 2008-08-14 2008-08-14 Construction portuaire réduisant les perturbations nautiques entraînées par le flux de marée WO2010017841A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/EP2008/060677 WO2010017841A1 (fr) 2008-08-14 2008-08-14 Construction portuaire réduisant les perturbations nautiques entraînées par le flux de marée

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2008/060677 WO2010017841A1 (fr) 2008-08-14 2008-08-14 Construction portuaire réduisant les perturbations nautiques entraînées par le flux de marée

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WO2010017841A1 true WO2010017841A1 (fr) 2010-02-18

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3118282A (en) * 1964-01-21 Breakwater structures
US4263516A (en) * 1979-05-10 1981-04-21 Papadakis George M Breakwater and power generator
WO1989009308A1 (fr) * 1988-03-22 1989-10-05 Grant, Michael, John Procede et dispositif dissipant l'energie vibrationnelle et controlant l'erosion sur les littoraux
US20060056913A1 (en) * 2004-09-10 2006-03-16 Herzog Kenneth H Apparatus and method for rebuilding a sand beach

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3118282A (en) * 1964-01-21 Breakwater structures
US4263516A (en) * 1979-05-10 1981-04-21 Papadakis George M Breakwater and power generator
WO1989009308A1 (fr) * 1988-03-22 1989-10-05 Grant, Michael, John Procede et dispositif dissipant l'energie vibrationnelle et controlant l'erosion sur les littoraux
US20060056913A1 (en) * 2004-09-10 2006-03-16 Herzog Kenneth H Apparatus and method for rebuilding a sand beach

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