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Table 1. Hydraulic model test cases.

From: Applicability of CADMAS-SURF to evaluate detached breakwater effects on solitary tsunami wave reduction

Case

Off-shore water depth h0 (cm)

Structures

Meas. item

Detached breakwater

Seawall

Run-up

Wav e pressure

1-1

0.43

—

—

ì—¯

—

1-2

0.40

—

—

ì—¯

—

2-1

0.43

ì—¯

—

ì—¯

—

2-2

0.40

ì—¯

—

ì—¯

—

3-1

0.43

—

ì—¯

ì—¯

ì—¯

3-2

0.40

—

ì—¯

ì—¯

ì—¯

4-1

0.43

ì—¯

ì—¯

ì—¯

ì—¯

4-2

0.40

ì—¯

ì—¯

ì—¯

ì—¯