ES2332085A1 - Stabilizer of coastal deposit forms (Machine-translation by Google Translate, not legally binding) - Google Patents
Stabilizer of coastal deposit forms (Machine-translation by Google Translate, not legally binding) Download PDFInfo
- Publication number
- ES2332085A1 ES2332085A1 ES200930307A ES200930307A ES2332085A1 ES 2332085 A1 ES2332085 A1 ES 2332085A1 ES 200930307 A ES200930307 A ES 200930307A ES 200930307 A ES200930307 A ES 200930307A ES 2332085 A1 ES2332085 A1 ES 2332085A1
- Authority
- ES
- Spain
- Prior art keywords
- coastal
- stabilizer
- deposit
- retaining wall
- forms
- 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.)
- Granted
Links
- 239000003381 stabilizer Substances 0.000 title claims abstract description 18
- 239000013049 sediment Substances 0.000 claims abstract description 18
- 230000014759 maintenance of location Effects 0.000 claims abstract description 9
- 230000002093 peripheral effect Effects 0.000 claims abstract description 9
- 239000003653 coastal water Substances 0.000 claims abstract description 4
- 239000004927 clay Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 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
-
- 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
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)
Abstract
Description
Estabilizador de formas costeras de depósito.Stabilizer of coastal forms of Deposit.
La presente invención pertenece al campo técnico de la ingeniería civil, concretamente en lo que respecta a ingeniería marítima y portuaria, en su apartado de sostenibilidad de costas, y más concretamente a las construcciones para la retención de sedimentos costeros evitando así la pérdida de dichos sedimentos y la regresión de la costa.The present invention belongs to the technical field of civil engineering, specifically with regard to maritime and port engineering, in its sustainability section of coasts, and more specifically to the constructions for the coastal sediment retention thus preventing the loss of said sediments and regression of the coast.
En la actualidad existen diferentes medios para evitar la erosión y regresión de las costas, o por lo menos, mitigar éstas. Uno de estos métodos consiste en la colocación de un espigón o dique sumergido en los tramos litorales inestables, a una distancia de la costa determinada en función del perfil y de las condiciones del tramo litoral, de modo que sea posible la retención de un porcentaje de sedimentos que, de otra manera, se perderían y provocarían la regresión del tramo litoral afectado.There are currently different means to avoid erosion and regression of the coasts, or at least, mitigate these. One of these methods is the placement of a breakwater or dike submerged in unstable coastal sections, at a distance from the coast determined according to the profile and conditions of the coastal section, so that retention is possible of a percentage of sediments that would otherwise be lost and they would cause the regression of the affected coastal section.
El tamaño de los materiales a emplear para la realización del dique sumergido varía en función de las condiciones del tramo litoral, y en todos los usados se produce una filtración de material sedimentario a través de dicho dique sumergido, lo que produce una pérdida de sedimentos no evaluable y que provoca que esta solución adoptada para estabilizar el tramo litoral no sea efectiva.The size of the materials to be used for the realization of the submerged dike varies depending on the conditions of the coastal section, and in all the used a filtration takes place of sedimentary material through said submerged dike, which it produces a non-evaluable sediment loss and that causes this solution adopted to stabilize the coastal section is not effective.
Era por tanto deseable un sistema que consiguiera una retención eficiente de sedimentos costeros, evitando los inconvenientes existentes en los anteriores sistemas del estado de la técnica, y evitando, o atenuando al menos la regresión de los tramos litorales.It was therefore desirable a system that achieve efficient retention of coastal sediments, avoiding the inconvenience existing in the previous systems of the state of the art, and avoiding, or attenuating at least the regression of the coastal sections.
La presente invención resuelve los problemas existentes en el estado de la técnica mediante un estabilizador de formas costeras de depósito, para la retención de sedimentos costeros, que está formado por un dique al menos parcialmente sumergido bajo el agua costera, y que tiene en su interior, dispuesta a lo largo de su longitud, una pared de retención de sedimentos costeros. Esta pared de retención de sedimentos costeros está formada por un par de capas periféricas paralelas y separadas entre sí, entre las que se aloja una capa impermeable (4).The present invention solves the problems existing in the state of the art by means of a stabilizer coastal forms of deposit, for sediment retention coastal, which is formed by a dike at least partially submerged under the coastal water, and that has inside, arranged along its length, a retaining wall of coastal sediments. This retaining wall of coastal sediments It is formed by a pair of parallel and separate peripheral layers each other, including a waterproof layer (4).
De forma preferente, estas capas periféricas de la pared de retención están formadas, cada una de ellas, por una pluralidad de tablestacas que se clavan en el fondo (5) de la costa, asegurando con ello una fijación eficiente de éstas.Preferably, these peripheral layers of the retaining wall is formed, each of them, by a plurality of sheet piles that are nailed to the bottom (5) of the coast, thereby ensuring efficient fixation of these.
Además, la capa impermeable interna de la pared de retención está realizada en arcilla, facilitando este material la retención de los sedimentos, lo que impide, o al menos atenúa al máximo la regresión de las costas.In addition, the inner waterproof layer of the wall retention is made of clay, facilitating this material sediment retention, which prevents, or at least attenuates the maximum regression of the coasts.
Dependiendo de si el fondo costero es clasificado como duro o blando, el dique de la presente invención apoyará directamente sobre dicho fondo costero, o sobre una capa filtro colocada previamente sobre el fondo costero.Depending on whether the coastal fund is classified as hard or soft, the dike of the present invention it will rest directly on said coastal bottom, or on a layer filter previously placed on the coastal bottom.
A continuación, para facilitar la comprensión de la invención, a modo ilustrativo pero no limitativo se describirá una realización de la invención que hace referencia a una serie de figuras.Then, to facilitate the understanding of the invention, by way of illustration but not limitation, will be described an embodiment of the invention that refers to a series of figures.
La figura 1 es una vista esquemática de una sección transversal del estabilizador de formas costeras objeto de la presente invención dispuesto en un litoral con fondo duro.Figure 1 is a schematic view of a cross section of the stabilizer of coastal forms object of the present invention arranged in a hard bottomed shoreline.
La figura 2 es una vista esquemática de una sección transversal de un estabilizador similar al de la figura 1, pero estando dispuesto en este caso en un litoral con fondo blando.Figure 2 is a schematic view of a cross section of a stabilizer similar to that of figure 1, but being arranged in this case on a shoreline with bottom soft.
En estas figuras se hace referencia a un conjunto de elementos que son:In these figures reference is made to a set of elements that are:
- 1.one.
- dique dam
- 2.2.
- pared de retención retaining wall
- 3.3.
- capas periféricas peripheral layers
- 4.Four.
- capa impermeable cap waterproof
- 5.5.
- fondo de la costa coast background
- 6.6.
- capa filtro sobre el fondo de la costa cap filter on the bottom of the coast
Tal y como se puede apreciar en las figuras, el objeto de la presente invención es un estabilizador de formas costeras de depósito, para la retención de sedimentos costeros y evitar así la pérdida de estos sedimentos y la regresión de la costa que esto acarrea. El estabilizador está formado por un dique 1, el cual está al menos parcialmente sumergido, y de forma preferente totalmente sumergido bajo el agua costera. Este dique 1 tiene en su interior, a lo largo de toda su longitud, una pared de retención 2 de los sedimentos costeros, que es el elemento encargado de evitar la pérdida de estos elementos.As can be seen in the figures, the object of the present invention is a form stabilizer coastal deposits, for the retention of coastal sediments and avoid the loss of these sediments and the regression of the coast That this entails. The stabilizer is formed by a dam 1, the which is at least partially submerged, and preferably fully submerged under coastal water. This dike 1 has in its interior, along its entire length, a retaining wall 2 of coastal sediments, which is the element responsible for avoiding The loss of these elements.
La pared de retención 2 está formada por un par de capas periféricas 3 paralelas y separadas una cierta distancia, entre las cuales se aloja una capa impermeable 4, que es la que retiene los sedimentos.The retaining wall 2 is formed by a pair of peripheral layers 3 parallel and separated a certain distance, between which a waterproof layer 4 is housed, which is what retains sediments.
Las figuras muestran realizaciones preferentes de la invención, en las que cada una de las capas periféricas 3 de la pared de retención 2 está formada por tablestacas que se clavan en el fondo 5 de la costa, hasta quedar empotradas en el fondo marino. Estas tablestacas están realizadas en un material adecuado para evitar su corrosión en ambiente marino, preferentemente en PVC. El material de la capa impermeable 4 de forma preferente es arcilla, lográndose con este material una óptima impermeabilización.The figures show preferred embodiments of the invention, in which each of the peripheral layers 3 of retaining wall 2 is formed by nailing sheet piles at the bottom 5 of the coast, until they are embedded in the bottom Marine. These sheet piles are made of a suitable material to prevent corrosion in a marine environment, preferably in PVC The material of the impermeable layer 4 is preferably clay, achieving with this material an optimal waterproofing
En función de la capacidad portante del fondo 5 en el que se halle emplazado el estabilizador de formas costeras de depósito, existirán dos realizaciones distintas para el citado objeto de la invención.Depending on the bearing capacity of the fund 5 in which the stabilizer of coastal forms of deposit, there will be two different embodiments for the aforementioned object of the invention.
La figura 1 ilustra la primera de ellas, en la que el estabilizador de formas costeras de depósito se aplica en un fondo 5 costero de terreno duro. En esta realización, las tablestacas de la pared de retención 2 se hincarán en el fondo 5 de la costa, apoyando los bloques que componen el dique 1 sumergido directamente en dicho fondo 5.Figure 1 illustrates the first one, in the that the stabilizer of coastal deposit forms is applied in a 5 coastal hard ground. In this embodiment, the sheet piles of retaining wall 2 will be driven into bottom 5 of the coast, supporting the blocks that make up the submerged dike 1 directly in said fund 5.
La figura 2 ilustra una realización alternativa, en la que el estabilizador de formas costeras de depósito se aplica en un fondo 5 costero de terreno blando. En esta realización, las tablestacas de la pared de retención 2 también irán clavadas en el fondo 5, mientras que se colocará una capa filtro 6 sobre dicho fondo 5 de la costa, sobre la cual apoyarán los elementos del dique 1 sumergido.Figure 2 illustrates an alternative embodiment, in which the coastal deposit forms stabilizer is applied on a coastal background 5 of soft ground. In this embodiment, the sheet piles of retaining wall 2 will also be stuck in the bottom 5, while a filter layer 6 will be placed on said bottom 5 of the coast, on which the elements of the dike will support 1 submerged
Una vez descrita de forma clara la invención, se hace constar que las realizaciones particulares anteriormente descritas son susceptibles de modificaciones de detalle siempre que no alteren el principio fundamental y la esencia de la invención.Once the invention has been clearly described, notes that the particular realizations above described are subject to modifications of detail provided that do not alter the fundamental principle and the essence of the invention.
Claims (6)
- --
- un par de capas periféricas (3) paralelas y separadas entre sí, entre las que se alojaa pair of peripheral layers (3) parallel and separated from each other, between that stays
- --
- una capa impermeable (4).a waterproof layer (4).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200930307A ES2332085B2 (en) | 2009-06-15 | 2009-06-15 | STABILIZER OF COASTAL FORMS OF DEPOSIT. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200930307A ES2332085B2 (en) | 2009-06-15 | 2009-06-15 | STABILIZER OF COASTAL FORMS OF DEPOSIT. |
Publications (2)
Publication Number | Publication Date |
---|---|
ES2332085A1 true ES2332085A1 (en) | 2010-01-25 |
ES2332085B2 ES2332085B2 (en) | 2010-06-28 |
Family
ID=41501869
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES200930307A Active ES2332085B2 (en) | 2009-06-15 | 2009-06-15 | STABILIZER OF COASTAL FORMS OF DEPOSIT. |
Country Status (1)
Country | Link |
---|---|
ES (1) | ES2332085B2 (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3429130A (en) * | 1962-11-14 | 1969-02-25 | Strabag Bau Ag | Dam construction |
US3811286A (en) * | 1971-12-08 | 1974-05-21 | Strabag Bau Ag | Dam having contoured internal apron |
AU649874B2 (en) * | 1992-09-02 | 1994-06-02 | Ivan Wesley Lane | Method of forming a barrier |
WO2000034587A1 (en) * | 1998-12-10 | 2000-06-15 | Carpi Tech Italia S.R.L. | Embankment dam and waterproofing method |
-
2009
- 2009-06-15 ES ES200930307A patent/ES2332085B2/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3429130A (en) * | 1962-11-14 | 1969-02-25 | Strabag Bau Ag | Dam construction |
US3811286A (en) * | 1971-12-08 | 1974-05-21 | Strabag Bau Ag | Dam having contoured internal apron |
AU649874B2 (en) * | 1992-09-02 | 1994-06-02 | Ivan Wesley Lane | Method of forming a barrier |
WO2000034587A1 (en) * | 1998-12-10 | 2000-06-15 | Carpi Tech Italia S.R.L. | Embankment dam and waterproofing method |
Also Published As
Publication number | Publication date |
---|---|
ES2332085B2 (en) | 2010-06-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101130237B1 (en) | An ecological system for restoration of the water-ecology and improvement of the quality of water | |
CN100445470C (en) | Underwater groins system for growing various living things | |
Winterwerp et al. | A sustainable solution for massive coastal erosion in Central Java | |
ES2332085B2 (en) | STABILIZER OF COASTAL FORMS OF DEPOSIT. | |
JP2010065473A (en) | Bank protection structure with terrace structure | |
Pilarczyk | Alternatives for coastal protection | |
Kennish | Coastal lagoons | |
US9284704B2 (en) | Device and method for keeping channels clear of silt | |
RU153378U1 (en) | HIGH RIVER SOIL RIVER DAM | |
Tayade et al. | Importance of Location & Alignment of geotextile tubes for the coastal protection measures | |
Black et al. | Salient evolution and coastal protection effectiveness of two large artificial reefs | |
ES2259936B1 (en) | ARTIFICIAL PIECE OF LITORAL PRODUCTION FOR REGENERATION, RECOVERY AND REHABILITATION OF MARINE HABITATS. | |
KR102185915B1 (en) | Construction structure of floating type structure on water surface | |
KR100461697B1 (en) | An apparatus for preventing filty having a floater of luminescence type or light reflection type | |
Li et al. | Development of the Volga Delta in response to Caspian Sea-level fluctuation during last 100 years | |
CN210341799U (en) | Karst geology river course structure | |
CN102613116A (en) | Artificial low-tide elevation device for protecting islands | |
RU2487972C1 (en) | Hydraulic engineering boom | |
JP4036315B2 (en) | Sand beach stabilization and seawater purification methods | |
KR101077583B1 (en) | An underground apparatus for spawning and inhabitation of fishes | |
NL1042138B1 (en) | Peat mattress | |
Cananas et al. | ly to Cambridge, thence to Peterborough and Lincoln and | |
ES1255549U (en) | ARTIFICAL BIOTOPE (Machine-translation by Google Translate, not legally binding) | |
JP3207812U (en) | Open sea farm | |
JP3166898U (en) | Landslide countermeasure canal road |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
EC2A | Search report published |
Date of ref document: 20100125 Kind code of ref document: A1 |
|
FG2A | Definitive protection |
Ref document number: 2332085B2 Country of ref document: ES |