WO2010141849A2 - Système et procédé pour reconstruire une plage de sable - Google Patents

Système et procédé pour reconstruire une plage de sable Download PDF

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Publication number
WO2010141849A2
WO2010141849A2 PCT/US2010/037447 US2010037447W WO2010141849A2 WO 2010141849 A2 WO2010141849 A2 WO 2010141849A2 US 2010037447 W US2010037447 W US 2010037447W WO 2010141849 A2 WO2010141849 A2 WO 2010141849A2
Authority
WO
WIPO (PCT)
Prior art keywords
module
interior space
flow
landward
seaward
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.)
Ceased
Application number
PCT/US2010/037447
Other languages
English (en)
Other versions
WO2010141849A3 (fr
Inventor
James Kohlenberg
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of WO2010141849A2 publication Critical patent/WO2010141849A2/fr
Anticipated expiration legal-status Critical
Publication of WO2010141849A3 publication Critical patent/WO2010141849A3/fr
Ceased legal-status Critical Current

Links

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

Definitions

  • the present invention relates to a system and method for rebuilding a sand beach.
  • Shore erosion can be a problem along a shore line of a body of water as a result of wave action in the body of water.
  • One system for preventing such shore erosion is described in Herzog, U.S. Pat. No. 7,165,912.
  • the system comprises a series of structures placed end-to-end along the shore line to form a wall which a wave can pass through or over, depositing sand over and around the structures as the wave recedes.
  • the structures described by Herzog may be difficult to place along the shoreline.
  • Figure 1 is a perspective view of a module according to the present invention.
  • Figure 2 is a top view of a series of the modules of Figure 1 placed along a shore line;
  • Figure 3 is a side view of a series of the modules of Figure 1 placed along a shore line.
  • a hollow plastic module 10 according to the present invention is illustrated.
  • the module 10 may be smaller in size than the device described in Herzog, preferably having a height of 12," a depth at its base of 20,” and a width of 20.”
  • the module 10 may be generally trapezoidal in cross- section.
  • modules 10 are placed end-to-end, forming a system generally following the contour of the shore line.
  • the modules 10 have one, generally concave sidewall and one generally convex sidewall, to permit the system to follow the contour of a shore line.
  • the module 10 includes a base portion 12 defining an interior space and a fitted removable lid 14.
  • the lid 14 is generally rectangular, preferably having a dimension of 20" by 8".
  • the lid 14 may be fixed to the module 10 and include a removable portion thereof, such as a threaded closure 14' threadably engaged to the lid 14
  • the module 10 further includes hollow, generally horizontal, tubular members 18, or flow through passages, passing through the module 10 from a front (water) side 19 to a back (land) side 20.
  • the tubular members 18 are isolated from the interior space of the module 10. According to one option, the tubular members are 4" in diameter in the front, tapering to 2" in diameter in the back. However other shapes for the tubular members 18, tapered or otherwise, are also contemplated. As waves laden with sand pass over and through the module 10, and then recede through the tubular members 18, sand is deposited over and around the module 10, thereby building the shore line.
  • the module 10 further includes generally hollow, Vz tubular structures 22 that pass generally vertically through corresponding apertures 23 in the lid 14, and continuing through corresponding apertures 24 in the base portion 12 of the module 10. There are four of these vertical tubular structures 22, one in each corner of the module 10, each allowing a stake 25, 3/8" wide and 24" long, to secure the base portion 12 in place. Each of the stakes 25 includes a head 26 of sufficient diameter to engage the lid 14, thereby helping to hold down the lid 14.
  • the module 10 may be utilized where waves and/or tides are not high enough to cover a three foot module.
  • the smaller module 10 of the present invention is also easier to transport and install than the larger module due to its weight and size.
  • the fitted lid 14, or the alternative threaded closure 14' permits easier fill of the module 10.
  • the module 10 can be filled with ballast material, such as concrete, cement, gravel, sand, water or other materials, when positioned in place on the shore line.
  • the ballast material forms around the tubular members 18 and the tubular structures 22.
  • the vertical tubular structures 22 serve two purposes. They allow stakes 24 to pass through the lid 14 and the module 10 to assist holding down the lid 14 and to help to secure the filled module 10 in place.
  • the front side 19 of the module 10 is generally upwardly inwardly tapered.
  • the rear side 20 of the module 10 may be upwardly inwardly tapered or substantially vertical.

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

L'invention concerne un dispositif pour reconstruire une plage de sable le long d'un rivage. Le dispositif comprend un module généralement creux doté d'un espace interne, l'espace interne étant conçu pour être rempli de matériau de ballast, le module comportant une surface côté terre et une surface côté mer généralement opposée, lorsqu'il est placé le long du rivage, un passage d'écoulement s'étendant à travers l'espace interne entre la surface côté terre et la surface côté mer, le passage d'écoulement permettant l'écoulement de l'eau chargée de sable entre la surface côté terre et la surface côté mer, et un portail mobile donnant accès à l'espace interne pour permettre l'introduction du matériau de ballast dans l'espace interne lorsque le module est placé le long du rivage.
PCT/US2010/037447 2009-06-05 2010-06-04 Système et procédé pour reconstruire une plage de sable Ceased WO2010141849A2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US18438509P 2009-06-05 2009-06-05
US61/184,385 2009-06-05

Publications (2)

Publication Number Publication Date
WO2010141849A2 true WO2010141849A2 (fr) 2010-12-09
WO2010141849A3 WO2010141849A3 (fr) 2012-03-22

Family

ID=43298559

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US2010/037447 Ceased WO2010141849A2 (fr) 2009-06-05 2010-06-04 Système et procédé pour reconstruire une plage de sable

Country Status (2)

Country Link
US (1) US20100310313A1 (fr)
WO (1) WO2010141849A2 (fr)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011111734A (ja) * 2009-11-24 2011-06-09 Ginjiro Onda 消波装置
US8747023B1 (en) * 2012-04-02 2014-06-10 Robert Walker Wave energy absorbing self-deployable wave break system
US9260831B2 (en) * 2013-01-16 2016-02-16 Douglas Poscich Hydrofission barrier
US11795644B2 (en) 2017-01-27 2023-10-24 Gary E. Abeles Flood barrier
US11479930B2 (en) 2017-01-27 2022-10-25 Gary E. Abeles Mudslide erosion inhibitor
US11149393B2 (en) 2017-01-27 2021-10-19 Gary E. Abeles Beach erosion inhibitor
US10954641B2 (en) * 2017-01-27 2021-03-23 Gary E. Abeles Beach erosion inhibitor
US10718095B2 (en) * 2017-01-27 2020-07-21 Gary E. Abeles Beach erosion inhibitor
USD954998S1 (en) * 2020-06-04 2022-06-14 Vandenberg Brothers, Inc. Erosion barrier
USD948751S1 (en) * 2020-06-04 2022-04-12 Vandenberg Brothers, Inc. Erosion barrier
CN113089566B (zh) * 2021-05-17 2022-11-11 广东省水利电力勘测设计研究院有限公司 一种沙质海岸防侵蚀自修复结构及自修复方法
USD1101976S1 (en) 2023-12-07 2025-11-11 1Print LLC Wave mitigation structure

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1141574A (fr) * 1980-04-25 1983-02-22 Peter F. Trent Separateur central
US4367978A (en) * 1980-09-15 1983-01-11 Cecil Schaaf Device for preventing beach erosion
DK153897C (da) * 1984-10-22 1989-01-30 Coast Protection Aps Erosionsbeskyttende belaegning til udlaegning paa mod vand vendende jordflader
FR2777304B1 (fr) * 1998-04-10 2000-06-23 Jean Louis Hellio Separateur et barriere de protection ou de delimitation, par exemple pour voie de circulation automobile
US7165912B2 (en) * 2004-09-10 2007-01-23 Herzog Kenneth H Apparatus for rebuilding a sand beach
US20060159518A1 (en) * 2004-11-24 2006-07-20 The Granger Plastics Company Shoreline erosion barrier and method
US7029200B1 (en) * 2004-11-24 2006-04-18 Granger Plastics Company Shoreline erosion barrier
US20060150537A1 (en) * 2005-01-13 2006-07-13 Baum John A Tarp hold down device

Also Published As

Publication number Publication date
WO2010141849A3 (fr) 2012-03-22
US20100310313A1 (en) 2010-12-09

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