UFC 4-150-06
12 December 2001
FIGURES
Figure
Title
2-1
Examples of Harbor Siting Classifications................................................. 2-7
2-2
Examples of Roadstead Moorings............................................................. 2-11
5-1
Water-Area Elements................................................................................ 5-9
5-2
Channel Types .......................................................................................... 5-12
5-3
Factors Affecting Maximum Vessel Draft .................................................. 5-18
5-4
Increase in Vertical Sinkage Due to Wave Action ..................................... 5-19
5-5
Example of Semi-Protected Water Area ................................................... 5-20
5-6
Factors Affecting Squat ............................................................................. 5-21
5-7
Sogreah Laboratory Squat Curve (Wicker, 1965) ..................................... 5-22
5-8
Sogreah Laboratory Squat Curves (Wicker, 1965).................................... 5-22
5-9
Sogreah Laboratory Squat Curves (Wicker, 1965).................................... 5-23
5-10
Effect of Ship's Location in Cannel on Squat ............................................ 5-23
5-11
Basin with Nonconstricted Entrance.......................................................... 5-27
5-12
Sea-Inlet-Bay System (Sorenson, 1977) ................................................... 5-28
5-13
Dimensionless Maximum Velocity Versus K1 and K2 (Sorenson, 1977).... 5-29
5-14
Ratio of Bay Sea Tidal Amplitude Versus K1 and K2 (Sorenson, 1977) .... 5-29
5-15
Types of Berthing Layouts......................................................................... 5-39
5-16
Sample of Shipyard Layout ....................................................................... 5-40
5-17
Dimensioning Protected Interior Channels ................................................ 5-44
5-18
Bank Clearance Versus Rudder Angle...................................................... 5-45
5-19
Straight-Line Bend Alternative Methods of Widening Open-Type Channel
.................................................................................................................. 5-52
5-20
Parallel Constant Width Turn in Channel ............................................... 5-52
5-21
Unsymmetrically Widened Turn with Curved Transitions .......................... 5-53
5-22
Unsymmetrically Widened Turn with Straight Transitions ......................... 5-53
5-23
Parallel Widened Turn in Channel............................................................. 5-54
5-24
Symmetrically Widened Turn with Straight Transitions ............................. 5-54
5-25
The 2 CR Buoy.......................................................................................... 5-75
5-26
The 8 X 26 LBR Buoy................................................................................ 5-76
5-27
Single Pile Steel Beacon Structure............................................................ 5-77
5-28
Lateral Daymarks ...................................................................................... 5-78
5-29
General Use Series Buoys, Radar Reflector Type .................................... 5-79
5-30
General Classification of Coastal Engineering Problems .......................... 5-85
7-1
Typical Igloo Seawall................................................................................. 7-2
TABLES
Title
Table
2-1
Characteristics of Harbor Location Types .................................................. 2-8
3-1
Longshore-Transport Rates at Selected U.S. Coastal Locations ............... 3-2
5-1
Principle Factors in Harbor Siting ............................................................... 5-2
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