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laboratory “freak wave” generation for the study of extreme ... - FZK

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The wave packet is significantly<br />

steeper than <strong>the</strong> solitary wave (Fig. 3). If <strong>the</strong><br />

maximum elevation <strong>of</strong> <strong>the</strong> wave packet is<br />

enlarged moreover <strong>the</strong> wave packet starts to<br />

break (Fig. 5). Focussing <strong>the</strong> breaking location<br />

in front <strong>of</strong> <strong>the</strong> structure very <strong>extreme</strong> loads act<br />

on <strong>the</strong> structure and can be examined.<br />

All generated wave packets were quite<br />

similar at <strong>the</strong> location <strong>of</strong> breaking and only<br />

plunging breaker occurred. The time history <strong>of</strong><br />

<strong>the</strong> wave elevation was detected with a wave<br />

gauge next to <strong>the</strong> location <strong>of</strong> breaking.<br />

Neglecting <strong>the</strong> small variation during one wave period <strong>the</strong> shape <strong>of</strong> <strong>the</strong> water surface<br />

is obtained by multiplying <strong>the</strong> time history with <strong>the</strong> wave celerity. In this way values<br />

<strong>for</strong> <strong>the</strong> parameters which characterise <strong>the</strong> breaking waves are determined (Fig. 6).<br />

Parameter Definition Values given by<br />

Kjeldsen, (1990)*<br />

Measured<br />

values<br />

wave height H 2.2 m - 2.8 m<br />

maximum<br />

water surface<br />

elevation<br />

η'<br />

1.7 m - 2.0 m<br />

wave period T 4.11 s - 4.28 s<br />

wave celerity C 5.8 m/s - 6.2 m/s<br />

steepness<br />

2⋅π<br />

⋅ H<br />

s = 2<br />

g ⋅T<br />

η'<br />

crest front<br />

steepness (in ε X , B =<br />

space) L'<br />

crest front ⋅ ⋅<br />

steepness ε t =<br />

(temporal) g T T<br />

vertical<br />

asymmetry<br />

factor<br />

horizontal<br />

asymmetry<br />

factor<br />

λ =<br />

2 π η'<br />

⋅ '⋅<br />

L''<br />

L'<br />

η'<br />

µ =<br />

H<br />

0.08 - 0.10<br />

0.32 – 0.78 0.55 - 0.80<br />

0.50 - 0.75<br />

0.90 - 2.18 1.9 – 2.7<br />

0.84 – 0.95 0.71 – 0.77<br />

* field measurements<br />

Fig. 6. Breaking wave parameters measured in <strong>the</strong> LARGE WAVE CHANNEL:<br />

Definition and comparison with field data<br />

Acting on <strong>the</strong> cylinder <strong>the</strong>se breaking waves <strong>of</strong> similar shape showed obvious<br />

differences concerning <strong>the</strong> loading records. There<strong>for</strong>e, <strong>the</strong> distance between breaking<br />

location and cylinder was varied systematically. Five loading cases were defined<br />

(Fig. 7). With increasing number <strong>of</strong> <strong>the</strong> loading case <strong>the</strong> breaking location was<br />

shifted closer to <strong>the</strong> cylinder.<br />

4<br />

η [m]<br />

η [m]<br />

water surface elevation / m<br />

2<br />

1<br />

0<br />

-1<br />

2<br />

1<br />

0<br />

3<br />

2<br />

1<br />

0<br />

non-breaking<br />

freak wave<br />

C<br />

breaking<br />

freak wave<br />

-1<br />

0 1 2<br />

time / s<br />

3 4<br />

Fig. 5. Wave packets in <strong>the</strong><br />

LARGE WAVE CHANNEL<br />

4<br />

L''<br />

η'<br />

η'<br />

3<br />

T'<br />

L'<br />

T<br />

C<br />

2<br />

t [s]<br />

x [m]<br />

H<br />

Time Domain<br />

SWL<br />

-1<br />

0 5 10 15 20 25<br />

H<br />

1<br />

Spatial Domain<br />

SWL<br />

0<br />

Sparboom et al.

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