MIL-HDBK-1025/5
Page
46
Typical Rubble-Mound Breakwater ...............................
21
47
Typical Cellular Sheet Pile Breakwater Construction ..........
22
Typical Swiss-Cheese Perforated Breakwater
23
49
Construction ...............................................
51
Typical Rubble-Mound Groin Construction ......................
24
53
Typical Sheet Pile Jetty Construction ........................
25
Typical Shallow Boat Basin Excavated into Riverbank
26
54
(Schematic) ................................................
Typical Chained-Log Boom for Short-Period Wave
27
55
Attenuation ................................................
Typical Hoist-Launching Facility With Dry Storage
28
61
Yard .......................................................
63
Layout of a Typical Ramp Facility ............................
29
64
Typical Maintenance Building and Yard Layout .................
30
Typical Hinged Floating Launching Ramp Used for
31
66
Small Boats ................................................
77
BIBLIOGRAPHY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
79
.............................................................
REFERENCES
80
GLOSSARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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