ILLUSTRATIONS 



Figure Page 



211 Aerial view of northwest side of Crescent City Harbor 



showing wreckage left by the tsunami 333 



212 Coast south of Crescent City with piles of logs and debris 

 marking the runup limit of the tsunami 33I+ 



213 Typical section of Citizens Dock at Crescent City 335 



2li+ Aerial view of Crescent City Harbor after the tsunami , 



looking north 336 



215 Lumber barge alongside damaged Citizens Dock at Crescent City 337 



216 Cross-section of Citizens Dock showing lumber barge 



elevated by the maximum tsunami wave 338 



217 Plan of Citizens Dock showing moored lumber barge and pier . 339 



218 Fish shacks nailed to decking Jolted from original positions 3^0 



219 Approach to the Citizens Dock showing tsunami damage .... 3^2 



220 Approach to the Citizens Dock damaged by the tsunami .... 3^3 



221 Typical scene of destruction in the downtown area of 



Crescent City 3U5 



222 Calculation of wave force required to bend a light box 



normal to the plane of the diagram 3U6 



B-1 Tide stations listed in Tables B-1 and B-2 B-5 



C-1 Experimental observations on wave runup C-3 



D-1 Schematic diagram of impulsive force of a tsunami surge 



on a wall D-11 



