Figure 27. Typical Chained-Log Boom for Short-Period Wave Attenuation

Figure 26. Typical Shallow Boat Basin Excavated into Riverbank (Schematic)

Design Criteria for Support Facilities

4_152_07
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MIL-HDBK-1025/5

Figure 27

Typical Chained-Log Boom

for Short-Period Wave Attenuation

55

Western Governors University

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