Figure 11. Dye movement of wave-generated and tidal currents approaching jetty for a 2.4-m, 10-sec wave and maximum flood current of 1.4 m/sec in channel

Figure 10. CIRP idealized inlet physical model

Figure 13. Detailed velocity fields upcoast of dual jetties for 11-sec, 3-m waves with maximum flood current in channel

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ERDC/CHL CHETN-IV-61

Figure 11. Dye movement of wave-generated and tidal currents approaching jetty for a

2.4-m, 10-sec wave and maximum flood current of 1.4 m/sec in channel.

Figure 12. Sediment tracer movement due to 3-m, 15-sec waves, with maximum flood

current of 1.4 m/sec in channel

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Western Governors University

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