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Engineering and Design of Military Ports - ufc_4_159_020006

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Engineering and Design of Military Ports - index
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6

TM 5-850-1

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Page

13.

CONTAINER PORTS

Planning.............................................................................................................................................13-1

13-1

Types of container operations ............................................................................................................13-2

13-2

Container handling equipment ...........................................................................................................13-3

13-2

Expedient container piers....................................................................................................................

13-4

APPENDIX A.

References .....................................................................................................................................

A-1

Surfacing Requirements for Container Storage and Marshaling Areas............................................

B-1

BIBLIOGRAPHY

...........................................................................................................................................................

BIBLIOGRAPHY-1

FIGURES

Use of Offset Breakwater Heads to Shelter Entrance ......................................................................................................................3-1

3-3

Unified Soil Classification .................................................................................................... ...........................................................4-1

4-3

Wave Characteristics ......................................................................................................................................................................5-1

5-4

Deepwater Wave Forecasting Curves (for fetches of 1 to 1,000 miles) ...........................................................................................5-2

5-5

Deepwater Wave Forecasting Curves (for fetches of 100 to more than 1,000 miles).......................................................................5-3

5-6

Forecasting Curves for Shallow-Water Waves (constant depth = 5 feet) .........................................................................................5-4

5-7

Forecasting Curves for Shallow-Water Waves (constant depth = 10 feet) .......................................................................................5-5

5-8

Forecasting Curves for Shallow-Water Waves (constant depth = 15 feet) .......................................................................................5-6

5-9

Forecasting Curves for Shallow-Water Waves (constant depth = 20 feet) .......................................................................................5-7

5-10

Forecasting Curves for Shallow-Water Waves (constant depth = 25 feet) .......................................................................................5-8

5-11

Forecasting Curves for Shallow-Water Waves (constant depth = 30 feet) .......................................................................................5-9

5-12

Forecasting Curves for Shallow-Water Waves (constant depth = 35 feet) .....................................................................................5-10

5-13

Forecasting Curves for Shallow-Water Waves (constant depth = 40 feet) .....................................................................................5-11

5-14

Forecasting Curves for Shallow-Water Waves (constant depth = 45 feet) .....................................................................................5-12

5-15

Forecasting Curves for Shallow-Water Waves (constant depth = 50 feet) .....................................................................................5-13

5-16

Types of Pier and Wharf Layouts ....................................................................................................................................................6-1

6-5

Various Widths of Apron for Different Operating Conditions ............................................................................................................6-2

6-6

Open-Type Wharf Construction with Concrete Relieving Platform on Timber Piles .........................................................................8-1

8-4

Open-Type Wharf Construction with Concrete Relieving Platform on Steel Pipe Piles ....................................................................8-2

8-5

Open-Type Wharf Construction with Concrete Relieving Platform on Concrete Piles ......................................................................8-3

8-6

Open-Type Wharf Construction with Concrete Relieving Platform on Caisson Piles .......................................................................8-4

8-7

High-Level Open-Type Wharf Construction with Concrete Deck on Timber Piles ............................................................................8-5

8-8

High-Level Open-Type Wharf Construction with Concrete Flat Slab Deck on Steel Pipe Piles ........................................................8-6

8-9

High-Level Open-Type Wharf Construction with Concrete Deck on Steel Pipe Piles .......................................................................8-7

8-10

High-Level Open-Type Wharf Construction with Concrete Deck on Precast Prestressed Concrete Caisson ...................................8-8

8-11

High-Level Open-Type Wharf Construction with Precast Concrete Deck on Concrete Piles............................................................8-9

8-12

High-Level Open-Type Wharf Construction with Concrete Deck on Prestressed Concrete Beams-Steel Pipe Piles......................8-10

8-13

Solid Fill-Type Wharf Construction with Steel Sheet Pile Bulkhead ...............................................................................................8-11

8-14

Solid Fill-Type Wharf Construction with Steel Sheet Pile Bulkhead and Relieving Platform Anchor ..............................................8-12

8-15

Solid Fill-Type Wharf Construction with Circular Steel Sheet Pile Cells .........................................................................................8-13

8-16

Solid Fill-Type Wharf Construction with Cellular Steel Bulkhead ...................................................................................................8-14

8-17

Solid Fill-Type Wharf Construction with Reinforced Concrete Crib Wharf......................................................................................8-15

8-18

Timber Deck Structure ..................................................................................................................................................................8-16

8-19

Typical Expansion Joint Detail.......................................................................................................................................................8-17

8-20

Timber Pile-Fender Systems ...........................................................................................................................................................9-1

9-10

Energy-Absorption Characteristics of Conventional Timber Pile Fenders ........................................................................................9-2

9-11

Hung Timber Fender System ..........................................................................................................................................................9-3

9-12

Typical Retractable Fender Systems ...............................................................................................................................................9-4

9-13

Resilient Fender System (spring rubber bumper) ............................................................................................................................9-5

9-14

Resilient Fender System (rubber-in-compression)...........................................................................................................................9-6

9-16

Load-Deflection and Energy-Absorption Characteristics (radially loaded cylindrical rubber dock fenders ........................................9-7

9-16

Load-Deflection and Energy-Absorption Characteristics (radially loaded rectangular rubber dock fenders).....................................9-8

9-17

Load-Deflection and Energy-Absorption Characteristics (axially loaded cylindrical rubber dock fenders) ........................................9-9

9-18

Resilient Fender System (rubber in shear) by Raykin....................................................................................................................9-10

9-19

Load-Deflection and Energy-Absorption Characteristics of Commercially Available Raykin Buffers ..............................................9-11

9-20

Typical Lord Flexible Fender Systems...........................................................................................................................................9-12

9-22

Load-Deflection and Energy-Absorption Characteristics of Lord Flexible Fender...........................................................................9-13

9-23

Rubber-In-Torsion Fender .............................................................................................................................................................9-14

9-24

Yokohama Pneumatic Rubber Fenders (jetty and quay use).........................................................................................................9-15

9-25

Yokohama Pneumatic Rubber Fenders (dimension of jetty at the time of installation) ...................................................................9-16

9-26

Yokohama Pneumatic Rubber Fenders (this size used for berthing 5,000-to 20,000-ton ships) ....................................................9-17

9-27

Yokohama Pneumatic Rubber Fenders (this size used for berthing 25,000-to 200,000-ton ships) ................................................9-18

9-28

Suspended Fender........................................................................................................................................................................9-19

9-29

Resilient Fender System (dashpot) ...............................................................................................................................................9-20

9-30

Floating Camel Fenders ................................................................................................................................................................9-21

9-31

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