The hydraulic model test was conducted to evaluate the tsunami wave pressure acting on the facility (wall type and bank type) on the embarkment. In the wall type test results, 1. Tsunami wave pressure is hydrostatic. 2. Sustained tsunami wave pressure is dominant(in 20, 15min long-period tsunami). Impact tsunami wave pressure occurred (in 10min short-period tunami). 3. The tsunami pressure coefficient turned out synonymous with the results(proposed byAsakura et al(2000)).
