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Tohoku Tsunami Survey

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Onagawa<br />

Outflow<br />

• Pressurized by flow stagnation.<br />

• Wall reinforcing tested to be JIS<br />

G3112 Grade SD 390.<br />

• The taller wall rupture occurred when<br />

the return flow ≥ 5.5 m/s.<br />

• Other shorter walls do not yield and<br />

so v < 7.5 m/s.<br />

• Video shows outflow between Marine<br />

Pal buildings at 7.5 to 8.5 m/s.<br />

Concrete<br />

Building<br />

5.5 < v < 7.5 m/s<br />

Steel<br />

Building<br />

Marine Pal<br />

Buildings<br />

7.5 < v < 8.5 m/s

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