ES2028116T3 - Estructura sumergida y flexible de contencion de olas y metodo de construirla. - Google Patents
Estructura sumergida y flexible de contencion de olas y metodo de construirla.Info
- Publication number
- ES2028116T3 ES2028116T3 ES198787402125T ES87402125T ES2028116T3 ES 2028116 T3 ES2028116 T3 ES 2028116T3 ES 198787402125 T ES198787402125 T ES 198787402125T ES 87402125 T ES87402125 T ES 87402125T ES 2028116 T3 ES2028116 T3 ES 2028116T3
- Authority
- ES
- Spain
- Prior art keywords
- waves
- present
- reduces
- liquid
- building
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Lifetime
Links
- 238000000034 method Methods 0.000 title abstract 4
- 239000007788 liquid Substances 0.000 abstract 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 2
- XLYOFNOQVPJJNP-PWCQTSIFSA-N Tritiated water Chemical compound [3H]O[3H] XLYOFNOQVPJJNP-PWCQTSIFSA-N 0.000 abstract 1
- 238000010276 construction Methods 0.000 abstract 1
- VJYFKVYYMZPMAB-UHFFFAOYSA-N ethoprophos Chemical compound CCCSP(=O)(OCC)SCCC VJYFKVYYMZPMAB-UHFFFAOYSA-N 0.000 abstract 1
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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
EL PRESENTE INVENTO PROVEE UNA ESTRUCTURA QUE REDUCE ONDA ELASTICA LA CUAL REDUCE LAS ONDAS QUE SE PROPAGAN EN LA SUPERFICIE DEL LIQUIDO DE PROPAGARSE SOBRE LA ESTRUCTURA REDUCTORA. EL PRESENTE INVENTO TAMBIEN PROVEE UN METODO DE CONSTRUIR LA ESTRUCTURA QUE REDUCE LAS ONDAS. LA ESTRUCTURA DEL PRESENTE INVENTO DEBE SER USADA PARA FORMAR SUPERFICIES DE AGUA QUIETAS PARA PUERTAS, PARA AREAS DONDE SE REPRESENTEN DEPORTES ACUATICOS, ETC. LA ESTRUCTURA DEL PRESENTE INVENTO SE DISTINGUE DEL ROMPEAGUAS CONVENCIONAL POR SER MAS PEQUEÑO EN ANCHURA Y MAS BAJO EN ALTURA. TAMBIEN SE DISTIGUEN DE UNO CONVENCIONAL POR SER CONSTRUIBLE Y MOVIBLE FACILMENTE, RAPIDAMENTE Y DE COSTE ECONOMICO. EL METODO DE CONSTRUIR LA ESTRUCTURA PROVEE UN METODO PRACTICO QUE PERMITE HACER EL MAXIMO USO DE LAS CARACTERISTICAS ARRIBA MENCIONADAS DE LA ESTRUCTURA EN CONSTRUCCION. LA ESTRUCTURA QUE REDUCE LA ONDA ELASTICA DEL PRESENTE INVENTO REALIZA LAS CARACTERISTICAS ANTES MENCIONADAS POR COMPRENDER AL MENOS UNOS MEDIOS QUEABSORVEN ENERGIA TENIENDO UN CUERPO ELASTICO CONSTRUIDO EN UNA PARTE INFERIOR DEL LIQUIDO DESTINADO A LA REGION DONDE LA ONDA TIENE QUE SER REDUCIDA. LA ESTRUCTURA REDUCE LA AMPLITUD DE LAS ONDAS QUE PASAN SOBRE ELLA POR CONSUMIR LA ENERGIA DE LA ONDA MIENTRAS SE DEFORMA AL CAMBIO DE DISTRIBUCION DE PRESION CAUSADO POR LAS ONDAS Y POR SU ENERGIA CINETICA QUE IRRADIA DENTRO DEL LIQUIDO Y LA TIERRA A SU ALREDEDOR. DEBIDO AL MECANISMO DE CONSUMO ANTES MENCIONADO, LA ESTRUCTURA ES MAS EFECTIVA QUE LOS ROMPEAGUAS SUMERGIDOS CONVENCIONALES EN REDUCIR ONDAS DE PROPAGARSE SOBRE ELLO. ADEMAS, DEBIDO A QUE LA ESTRUCTURA ES ELASTICA Y PROFUNDAMENTE SUMERGIDA BAJO AGUA, NO ENTORPECE A LOS BARCOS DE PASAR SOBRE ELLO. POR LO TANTO, LLEGA A SER POSIBLE CREAR UNA REGION QUIETA EN UNA SUPERFICIE DE LIQUIDO SIN ENTORPECER UNA NAVEGACION DE BARCOS Y SIN CREAR UN PELIGRO DE NAUFRAGAR LOS BARCOS.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP87402125A EP0308562B1 (en) | 1987-09-23 | 1987-09-23 | Submerged flexible wave restraining structure and a method of constructing it |
Publications (1)
Publication Number | Publication Date |
---|---|
ES2028116T3 true ES2028116T3 (es) | 1992-07-01 |
Family
ID=8198254
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES198787402125T Expired - Lifetime ES2028116T3 (es) | 1987-09-23 | 1987-09-23 | Estructura sumergida y flexible de contencion de olas y metodo de construirla. |
Country Status (4)
Country | Link |
---|---|
US (1) | US4958956A (es) |
EP (1) | EP0308562B1 (es) |
AU (1) | AU594507B2 (es) |
ES (1) | ES2028116T3 (es) |
Families Citing this family (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2669052B1 (fr) * | 1990-11-12 | 1993-04-02 | Larcher Marc | Dispositif de lutte contre l'erosion marine. |
US5507594A (en) * | 1994-05-04 | 1996-04-16 | Speicher; Donald E. | Method and apparatus for constructing an artificial reef |
DE4431081C1 (de) * | 1994-09-01 | 1996-04-25 | Awu Consult Ingenieurgesellsch | Schwimmfähiges Wellenschutzsegment und Verfahren zur Herstellung einer Wellenschutzwand |
US5984577A (en) * | 1997-06-18 | 1999-11-16 | Strong; William P. | Flotation flood wall |
US6164870A (en) * | 1998-04-24 | 2000-12-26 | Baruh; Bradford G. | Portable dike having air inflatable reinforcement |
EP1105580B1 (en) * | 1998-08-07 | 2003-06-04 | Alethea Rosalind Melanie Hall | Method of forming an artificial reef unit |
US20030077122A1 (en) * | 2001-03-26 | 2003-04-24 | Carnahan Richard P. | Artificial reef |
US7357598B1 (en) | 1999-08-05 | 2008-04-15 | Bradley Industrial Textiles, Inc. | Apparatus and method for deploying geotextile tubes |
WO2003060241A1 (en) * | 2002-01-18 | 2003-07-24 | Artificial Surf Reefs Limited | Method of wave modification and reef for wave modification |
US7491016B2 (en) * | 2005-12-29 | 2009-02-17 | Baruh Bradford G | Portable dike and floatation device |
EP2252741B1 (en) * | 2008-02-05 | 2016-12-14 | Shoreform Limited | Sediment accretion method |
NZ599275A (en) * | 2009-09-23 | 2014-07-25 | Bright Energy Storage Technologies Llp | System for underwater compressed fluid energy storage and method of deploying same |
US9557079B2 (en) * | 2010-07-14 | 2017-01-31 | Bright Energy Storage Technologies, Llp | System and method for storing thermal energy |
CN103397615B (zh) * | 2013-07-05 | 2015-06-03 | 河海大学 | 一种环抱式港区建设期防淤减淤的设计方法 |
US9808726B2 (en) | 2013-11-22 | 2017-11-07 | Garrett T. Johnson | System and method for rider propulsion |
CN103774605B (zh) * | 2014-01-10 | 2015-09-16 | 河海大学 | 一种提高环抱式港池水体交换能力的设计方法 |
EP3094575A4 (en) * | 2014-01-15 | 2017-11-29 | Bright Energy Storage Technologies, LLP | Underwater energy storage using compressed fluid |
WO2016026982A1 (en) * | 2014-08-22 | 2016-02-25 | Anderberg Development Ab | Wave damper |
CN104631377B (zh) * | 2015-03-11 | 2017-01-18 | 河海大学 | 一种环抱式港区水体交换通道的设计方法 |
CN107558436B (zh) * | 2017-10-24 | 2023-04-28 | 武汉理工大学 | 一种用于浅水域高效削减长周期波的柔性消波装置 |
CN114032835B (zh) * | 2021-12-14 | 2023-01-24 | 厦门理工学院 | 一种无锚式柔性防波堤及无锚式柔性防波堤的安装方法 |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL863C (nl) * | 1914-02-09 | 1914-12-15 | Tex Karel Den | Werkwijze voor de aanleg in water van dammen, verhogingen, weringen enz |
US3197963A (en) * | 1960-07-19 | 1965-08-03 | Univ Minnesota | Wave attenuator |
US3191386A (en) * | 1962-01-19 | 1965-06-29 | Robert L Wiegel | Hovering bag breakwater |
ZA735820B (en) * | 1972-09-05 | 1974-07-31 | Koninkl Nederhorst Boum Bv | Collapsible weir |
AU5090279A (en) * | 1978-09-19 | 1980-03-27 | Aldo Caligaris | Breakwater |
JPS5869909A (ja) * | 1981-10-20 | 1983-04-26 | Takeshi Ijima | 消波装置 |
AU534524B1 (en) * | 1982-07-29 | 1984-02-02 | Silvester, R. | Elements filled with hardenable slurry for making wave and swash resistant structures |
FR2565271B1 (fr) * | 1984-06-01 | 1987-03-20 | Leviel Christian | Barrages gonflables a enveloppes multiples, et principe d'ancrage de structures souples sur des ouvrages immerges |
-
1987
- 1987-09-23 US US07/099,958 patent/US4958956A/en not_active Expired - Fee Related
- 1987-09-23 EP EP87402125A patent/EP0308562B1/en not_active Expired - Lifetime
- 1987-09-23 ES ES198787402125T patent/ES2028116T3/es not_active Expired - Lifetime
- 1987-09-24 AU AU78945/87A patent/AU594507B2/en not_active Ceased
Also Published As
Publication number | Publication date |
---|---|
EP0308562A1 (en) | 1989-03-29 |
US4958956A (en) | 1990-09-25 |
AU594507B2 (en) | 1990-03-08 |
AU7894587A (en) | 1989-04-06 |
EP0308562B1 (en) | 1991-12-27 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
FG2A | Definitive protection |
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