Caisson breakwater vertical wall BW 4.. Revetment breakwater rubble-mound BW 5... • Definitions: Breakwater is a structure that protects the area in its lee from wave attack.. • Purpose
Trang 1Ocean & Coastal Engineering Faculty
Trang 21 Introduction
2 Types of breakwaters
3 Caisson breakwater (vertical wall BW)
4 Revetment breakwater (rubble-mound BW)
5 Summaries
Trang 3• Definitions:
Breakwater is a structure that protects the area in its lee from wave attack
• Purpose of breakwaters:
+ To provide shelter from the waves
+ Through this shelter, to manipulate the littoral transport conditions and thereby to trap some sand
Trang 4Types of breakwaters
- Detached breakwater (Breakwaters be completely isolated from the shore )
+ Headland breakwaters
+ Nearshore Breakwaters
- Attached breakwater (Breakwaters can be connected to the shoreline)
- Low crested structure
- High crested structure
- Rubble mound structure
- Composite structure
- Emerged breakwaters
- Submerged breakwaters
- Floating breakwater
- Using mass (Caissons)
- Using a revetment slope ( e.g with rock or concrete armour units )
Trang 5Types of breakwaters
Trang 6Breakwater in Presque Isle, Pennsylvania (1994)
Shoreline Breakwater,
Elmer, UK
Trang 8Low crested structure in Denmark
Low crested structure in UK
Low crested during storm surge, IJmuiden, NL
Trang 10Types of breakwaters
- Detached breakwater (Breakwaters be completely isolated from the shore )
+ Headland breakwaters
+ Nearshore Breakwaters
- Attached breakwater (Breakwaters can be connected to the shoreline)
- Low crested structure
- High crested structure
- Rubble mound structure
- Composite structure
- Emerged breakwaters
- Submerged breakwaters
- Floating breakwater
- Using mass (Caissons)
- Using a revetment slope ( e.g with rock or concrete armour units )
Trang 11Caisson breakwater
• Definition
• Applicable conditions (cases???)
• Loads (wave loads)
• Cross section design
• Stabilities
Trang 14Rubble-mound breakwater
• Definition
• Applicable conditions (cases???)
• Loads (wave loads)
• Cross section design
• Stabilities (slope, toe)