BE502685A - - Google Patents
Info
- Publication number
- BE502685A BE502685A BE502685DA BE502685A BE 502685 A BE502685 A BE 502685A BE 502685D A BE502685D A BE 502685DA BE 502685 A BE502685 A BE 502685A
- Authority
- BE
- Belgium
- Prior art keywords
- main body
- obstacle
- structure according
- waves
- dike
- Prior art date
Links
- 230000003628 erosive effect Effects 0.000 claims description 4
- 230000008021 deposition Effects 0.000 claims 2
- 239000011435 rock Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 17
- 230000001681 protective effect Effects 0.000 description 16
- 239000000463 material Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 8
- 239000010410 layer Substances 0.000 description 6
- 230000001066 destructive effect Effects 0.000 description 5
- 230000006378 damage Effects 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 230000004888 barrier function Effects 0.000 description 2
- 230000000737 periodic effect Effects 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 238000005303 weighing Methods 0.000 description 2
- 238000013019 agitation Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- -1 for example Substances 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000033764 rhythmic process Effects 0.000 description 1
- 238000009991 scouring 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
- 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)
Publications (1)
| Publication Number | Publication Date |
|---|---|
| BE502685A true BE502685A (de) |
Family
ID=144123
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| BE502685D BE502685A (de) |
Country Status (1)
| Country | Link |
|---|---|
| BE (1) | BE502685A (de) |
-
0
- BE BE502685D patent/BE502685A/fr unknown
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Nienhuis | Environmental history of the Rhine–Meuse Delta: an ecological story on evolving human–environmental relations coping with climate change and sea-level rise | |
| Charlier et al. | Panorama of the history of coastal protection | |
| 'Izzat Na'im et al. | A short review of submerged breakwaters | |
| Sulaiman et al. | The role of geotextile tube as low-crested breakwaters in restoring severe beach erosion problem at Pebuahan Beach in Bali Island | |
| Kudale et al. | Use of sand-filled geotextile tubes for sustainable coastal protection-case studies in Indian scenario | |
| Lamberti et al. | Italian experience on submerged barriers as beach defence structures | |
| US5104258A (en) | Bionic dunes | |
| BE502685A (de) | ||
| Pilkey et al. | Coastal erosion | |
| Woo | Beach evolution between headland breakwaters | |
| FR2598162A1 (fr) | Nervure de renforcement des terrains friables | |
| CH293043A (fr) | Ouvrage pour résister à l'action destructive des vagues. | |
| Sulaiman et al. | Structural Settlement Evaluation of Low-Crested Breakwaters Made of Geotextile Tubes | |
| MC2415A1 (fr) | Barrière de protection contre la houle | |
| Jackson et al. | Gabions, a poor design for shore hardening: the Puerto Rico experience | |
| El-Sharnouby et al. | Behavior of shore protection structures in Alexandria, Egypt, during the storm of December 2010 | |
| Szmytkiewicz | Sustainable measures of shore protection against erosion and flooding | |
| Stutz | Coastal Erosion and Shoreline Change | |
| CN115787566B (zh) | 一种生态基岩护岸结构及其施工方法 | |
| Zannella et al. | Adaptation of the coastal protection system at Marina di Pisa, to extreme sea conditions: experimental analysis of the submerged breakwater and gravel beach | |
| JPH0745726B2 (ja) | 護岸工 | |
| Toyoshima | Effectiveness of Seadikes with Rough Slopes | |
| Vrijling | 15 Floods in The Netherlands | |
| Barnes | Effects of elevated temperatures and rising sea level on Arctic coast | |
| SHIRLAL et al. | Coastal Erosion Mitigation Measures |