port and harbor engineering 2
TRANSCRIPT
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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