MA29232B1 - Brise-lames de galets avec geometrie de stabilite maximum - Google Patents

Brise-lames de galets avec geometrie de stabilite maximum

Info

Publication number
MA29232B1
MA29232B1 MA30087A MA30087A MA29232B1 MA 29232 B1 MA29232 B1 MA 29232B1 MA 30087 A MA30087 A MA 30087A MA 30087 A MA30087 A MA 30087A MA 29232 B1 MA29232 B1 MA 29232B1
Authority
MA
Morocco
Prior art keywords
main
talus
waves
region
dissipation
Prior art date
Application number
MA30087A
Other languages
English (en)
Inventor
Rodriguez Miguel Angel Losada
Original Assignee
Univ Granada
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 Univ Granada filed Critical Univ Granada
Publication of MA29232B1 publication Critical patent/MA29232B1/fr

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard 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)

Abstract

L'INVENTION CONCERNE UNE DIGUE BRISE-LAMES EN TALUS DESTINÉE À PROTÉGER DES TRAVAUX MARITIMES ET FLUVIAUX, LACUSTRES ET SITUÉS DANS DES BASSINS DE RETENUE, DONT LE MANTEAU PRINCIPAL EST CONSTITUÉ DE TROIS RÉGIONS : UNE PREMIÈRE RÉGION INFÉRIEURE SITUÉE AU PIED DU TALUS (10), DANS LAQUELLE LES VAGUES SE RELÈVENT ET SE REFLÈTENT ; UNE SECONDE RÉGION CENTRALE OU DE DISSIPATION (11 ), DANS LAQUELLE LES VAGUES SE BRISENT ET IA DISSIPATION DE I'ÉNERGIE SE PRODUIT PAR BRIS, PRINCIPALEMENT EN VOLUTE ; ET UNE TROISIÈME RÉGION SUPÉRIEURE OU D'OSCILLATION (12), DANS LAQUELLE SE PRODUIT L'OSCILLATION LIBRE DU FLUX SOUS L'EFFET DE LA VAGUE BRISÉE. LES ÉLÉMENTS, NATURELS OU ARTIFICIELS, QUI FORMENT LE MANTEAU PRINCIPAL DU TALUS SONT DISPOSÉS EN COUCHES SUIVANT DEUX LIGNES PRINCIPALES D'ANGLES (A, B) QUI VARIENT AVEC LE PLAN D'EAU (2) LE LONG DU PROFIL DU MANTEAU PRINCIPAL DE LA DIGUE.
MA30087A 2004-12-22 2007-07-20 Brise-lames de galets avec geometrie de stabilite maximum MA29232B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES200403058A ES2288336B1 (es) 2004-12-22 2004-12-22 Dique en talud con geometria de maxima estabilidad.

Publications (1)

Publication Number Publication Date
MA29232B1 true MA29232B1 (fr) 2008-02-01

Family

ID=36601417

Family Applications (1)

Application Number Title Priority Date Filing Date
MA30087A MA29232B1 (fr) 2004-12-22 2007-07-20 Brise-lames de galets avec geometrie de stabilite maximum

Country Status (4)

Country Link
EP (1) EP1865112A1 (fr)
ES (1) ES2288336B1 (fr)
MA (1) MA29232B1 (fr)
WO (1) WO2006067256A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109780950B (zh) * 2019-02-18 2021-07-09 中国三峡建设管理有限公司 一种多层结构岩体坝基开挖松弛处理方法
ES2864875B2 (es) * 2021-06-22 2022-03-22 Arena Syscom Consulting S L Rompeolas.
CN113481933B (zh) * 2021-07-20 2022-06-03 中国路桥工程有限责任公司 港口防波堤用的防护装置
CN116467790B (zh) * 2023-06-14 2023-08-25 交通运输部天津水运工程科学研究所 一种优化半掩护港区防波堤平面布局的判别方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB676082A (en) * 1950-02-24 1952-07-23 Neyrpic Ets Improvements in or relating to protective structures exposed to the action of moving water
FR1019630A (fr) * 1950-03-25 1953-01-23 Neyrpic Ets Perfectionnements aux jetées
ES2013151A6 (es) * 1989-04-06 1990-04-16 Medina Folgado Jose Ramon Mejoras introducidas en el manto principal de diques rompeolas.
US5120156A (en) * 1990-08-31 1992-06-09 Rauch Hans G Submerged breakwater and barrier reef

Also Published As

Publication number Publication date
WO2006067256A1 (fr) 2006-06-29
ES2288336A1 (es) 2008-01-01
EP1865112A1 (fr) 2007-12-12
ES2288336B1 (es) 2008-11-16

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