MIL-HDBK-1025/5
Page
39
Armoring ...........................................
2.4.3.2
39
Filtering Devices ..................................
2.4.3.3
39
Profile ............................................
2.4.3.4
39
Design Details .....................................
2.4.3.5
39
Gabioned Slope .....................................
2.4.4
39
Use ................................................
2.4.4.1
39
Construction .......................................
2.4.4.2
41
Typical Details ....................................
2.4.4.3
41
Vertical Bulkhead ..................................
2.4.5
41
Use Criteria ........................................
2.4.5.1
41
Types ..............................................
2.4.5.2
43
Design Details .....................................
2.4.5.3
43
General Considerations .............................
2.4.5.4
Design Criteria for Entrance Channel and
2.5
43
Protective Structures ..............................
43
Entrance Channel ...................................
2.5.1
43
Location ...........................................
2.5.1.1
43
Design Criteria ....................................
2.5.1.2
44
Construction .......................................
2.5.1.3
44
Maintenance Dredging ...............................
2.5.1.4
44
Breakwaters ........................................
2.5.2
44
Purpose ............................................
2.5.2.1
44
Design Data ........................................
2.5.2.2
45
Breakwater Positioning .............................
2.5.2.3
45
Design Factors .....................................
2.5.2.4
45
Types ..............................................
2.5.2.5
48
Rubble-Mound Construction ..........................
2.5.2.6
50
Design Details .....................................
2.5.2.7
50
Groins .............................................
2.5.3
50
Purpose ............................................
2.5.3.1
50
Types ..............................................
2.5.3.2
50
Design Criteria ....................................
2.5.3.3
50
Jetties ............................................
2.5.4
50
Purpose ............................................
2.5.4.1
52
Types ..............................................
2.5.4.2
52
Details ............................................
2.5.4.3
52
Wave and Surge Dissipators .........................
2.5.5
52
Purpose ............................................
2.5.5.1
52
Typical Devices ....................................
2.5.5.2
52
Bank Protection ....................................
2.5.6
52
River Protection ...................................
2.5.7
52
Current Deflector Placed Upstream ..................
2.5.7.1
52
Shallow Basin Excavated into the Riverbank .........
2.5.7.2
56
Floating Wave Attenuators ..........................
2.5.8
56
Design Criteria for Support Facilities .............
2.6
56
Utilities ..........................................
2.6.1
56
Locker Boxes and Fire Equipment ....................
2.6.2
56
Locker Boxes .......................................
2.6.2.1
56
Firefighting Equipment .............................
2.6.2.2
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