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    Port & Harbor EngineeringRadianta Triatmadja

    Lecture note 2

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    Ship Movement

    swaying (swinging),

    yawing (a. to swing back and forth across its course, as a ship pushedby high waves or b. to swing to the left or right on the vertical axis so that

    the longitudinal axis forms an angle with the line of flight; esp., to rotate or

    oscillate about the vertical axis: said of a projectile, aircraft, spacecraft, etc.)

    pitching (to plunge or toss with the bow and stern rising and fallingabruptly: said of a ship )

    rolling (due to wave)

    heaving (moving up and down, due to wave)

    squat (due to ship movement)

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    swaying yawing

    Heaving and

    Squating

    Pitching

    rolling

    Ship Movement

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    Harbors Main Facilities

    Waterway

    The Waterway serve as the road for the vessel to enter the harbor. A harbor

    may be located in a shallower water than vessels draft. For this reason the

    area should be dredged for harbor basin. Consequently, to enable a vessel

    to arrive in the basin, certain area should be dredged connecting the basin

    with the deeper water.

    Harbor

    basin

    Deeper

    water

    Waterway

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    Harbors Main Facilities

    Waterway

    The Waterway should be designed so that it performs well to serve the

    traffic. Some factors that may affect the ability of vessels to go through

    the channel are as follows:

    2. Width (channel and the ship)

    3. Length (channel and the ship)

    4. Depth (channel) Weight (the ship),

    5. Speed (the ship)6. Wind

    7. Waves

    Waterway

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    Principle of Waterway Planning

    1. Waterway should allow safe and smooth use of ship movement.

    2. Waterway should be kept calm, must be provided with facilities toprevent unwanted influence by waves.

    3. Waterway should be facilitated with facilities to prevent sedimentation

    or otherwise regular maintenance is required.

    4. Waterways should be designed so that the slope is stable.

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    Principle of Waterway Planning

    1. Intersection angle should less than 30o

    2. When an intersection is > 30o, the centerline of the curve should be

    circular with R > 4 times the length of the ship.

    3. The above principles are not apply for ships of high turning capability

    such as motor boat, yacht, and if sufficient traffic control, marks and

    signals are provided.

    Lay out of waterway

    R=4L

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    Principle of Waterway Planning

    < 30o

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    Principle of Waterway Planning

    > 30o

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    Principle of Waterway Planning

    1. It is better to have one long curve rather than many short curves.

    2. If dredging can be done easily and relatively cheap, a straight waterway

    is better.

    Lay out of waterway

    R=4L

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    Can you see any waterway ??

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    Ships navigation

    Harbor

    Wind

    direct

    ion

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    The Width of Waterway

    The above reason suggests that the width of a Waterway

    should be relatively wider than normal road needed for

    land transportation.

    In fact, in some reference the width of the channel is at

    least equals the length of the ship (which normally > 5

    times the width). For comparison the width of two way

    traffic of land transportation is less than 8 m or less than

    twice that of normal vehicle.

    Width (channel, ship), Length (channel, ship), Depth, Weight (ship), Speed (ship), Wind, Waves

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    Principle of Waterway Planning

    Width of waterway

    1. Standard waterway (OCDI)

    2 LShips pass each other

    frequently

    Relatively long

    waterways

    1.5 LShips pass each otherfrequently

    Waterways other thanabove

    1.5 LShips pass each other

    infrequently

    LShips pass each other

    infrequently

    WidthCondition of NavigationLength of Waterway

    Width (channel, ship), Length (channel, ship), Depth, Weight (ship), Speed (ship), Wind, Waves

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    Principle of Waterway Planning

    Width of waterway

    1. Standard waterway (comparison between OCDI and Per Brunn)

    2 L/ 7.6BShips pass each other

    frequently

    Relatively long

    waterways

    1.5 LShips pass each otherfrequently

    Waterways other thanabove

    1.5 LShips pass each other

    infrequently

    L/ 4.8 BShips pass each other

    infrequently

    WidthCondition of NavigationLength of Waterway

    Normal L/B > 5

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    Ratio between Width and Length of

    Bulk ships

    L > 7 B

    y = 7.5432x

    R2 = 0.6607

    0

    50

    100

    150

    200

    250

    300

    350

    0 10 20 30 40 50

    ShipLength(meter)

    Ship Width (meter)

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    Ratio between Width and Length of

    General Cargo ships

    y = 7.3719x

    R2 = 0.6431

    0

    20

    40

    60

    80

    100

    120

    140

    160

    180

    200

    0 5 10 15 20 25 30

    ShipLength(meter)

    Ship Width (meter)

    L > 7 B

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    The Width of waterways according to

    Brunn is the minimum requirement. For

    design purpose use OCDI standard.

    OCDI Per Brunn

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    The effect of Wind and Current

    The Width of waterways according to

    Brunn is the minimum requirement. For

    design purpose use OCDI standard.

    OCDI Per Brunn

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    Principle of Waterway Planning

    Width of waterway.

    The cross section of waterway

    Width (channel, ship), Length (channel, ship), Depth, Weight (ship), Speed (ship), Wind, Waves

    Width = B

    Ship

    Should not

    be counted

    for

    Sloping to ensure

    slope stability

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    Principle of Waterway Planning

    Design the layout of waterway by considering minimal dredging, ease andsafety of navigation. The required width of the waterway 15 meter. Thelength of the largest ship is 200 m. (please note that there are manyalternatives)

    5

    10

    15

    5

    10

    15

    Scale:

    200 m

    harborInc

    oming

    Ship

    direct

    ion

    Water depth

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    PIANC : Permanent International

    Association of Navigational Congresses