Loads on structures Flashcards

1
Q

In coastal engineering numerous structures with different functions are used:

A
  • Breakwater (rubble mound and monolithic)
  • Dikes
  • Seawalls
  • Revetments
  • Storm surge barriers
    -and more
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2
Q

Breakwaters have the following tasks:

A
  • Protection of pier and harbor facilities and other civil structures against wave impact
  • Reduction of dredging in harbor entrances
  • Function as landing pier
  • Channeling and management of currents
  • Protection of specific coastal areas against reinforced wave impacts or
    morphological changes
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3
Q

functional constraints (wave transmission / overtopping) of Outer breakwaters

A

Large overtopping may be acceptable, limited by tolerable wave transmission

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4
Q

functional constraints (wave transmission / overtopping) of breakwaters protecting basins with moorings

A

relatively large overtopping may be acceptable, moderate transmission may be tolerated.

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5
Q

functional constraints (wave transmission / overtopping) of breakwaters with moorings

A

Only limited overtopping will be acceptable.

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6
Q

functional constraints (wave transmission / overtopping) of breakwaters protecting sheds, parking and storage areas

A

Very limited overtopping will be acceptable.

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7
Q

Components of wave energy E,i=?

A

reflected energy (E,r), dissipated energy (E,d), and transmitted energy (E,t)

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8
Q

Formula for hydraulic gradient I

A

I=au+bu^2

a,b = Forchheimer coefficient
u= flow velocity in porous media

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9
Q

Formula for Hydraulic efficiency R

A

R= K,r^2+K,d^2 = (1-K,t^2)

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10
Q

Reflecting energy percentages of natural or constructional barriers

A

Natural sandy beach: 0.3 – 4
Underwater breakwater: 10 – 35
Rubble-mound breakwater: 10 – 50
Perforated Caisson breakwater: 4 – 35
Vertical Caisson breakwater: 50 – 90

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11
Q

On which parameters does the wave reflection on breakwaters depend on?

A

-geometry of the structure
-permeability characteristics of the structure
-steepness (s = HS / L0) of the incoming waves

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12
Q

Formula of the breaker parameter xi

A

xi=tan(alpha)/sqrt(H,s/L,0)

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13
Q

What are advantages and disadvantages of flexible floating breakwaters?

A

Advantages:
- Cost-effective, flexible and transportable construction
- Fast installation
- Independent of the building ground
- Possibility to use legacy issues (e.g. car tires)

Disadvantages:
- Effectiveness only against short waves
- Use only in moderate sea conditions up to H = 2.0 m
- Anchoring required

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14
Q

What are advantages and disadvantages of rigid floating breakwaters?

A

Advantages:
- Simple moving to other locations
- Needs less space
- Use as a berth

Disadvantages:
- Ineffectiveness at longer wave lengths
- Use only in moderate sea state (H < 2.0m)
- Anchoring required
- Resonance problems
- Sensitivity when exceeding the design sea state

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15
Q

What are advantages and disadvantages of Caisson breakwaters?

A

Advantage:
- Clear, simple geometry
- Low consumption of material
- Possible use as a pier

Disadvantage:
- Sensitive construction in settlements of the ground
- Sensitive construction if design sea state is exceeded
- Sudden failure by breaking waves
- Strong waves reflection on constructions without permeable front

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