Road to the ripper Road to the ripper draghead

Transcription

Road to the ripper Road to the ripper draghead
Road to the ripper
draghead
Melbourne Channel
Deepening Project
Royal Boskalis Westminster nv
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Channel Deepening Project
Environmental Effect Statement
Conditions at the RIP:
• Maximum current : 8 knots
• Significant wave height up to 3m
• Shipping traffic
• 350.000m3 rock (1-30MPa)
Not suitable for a
cutter suction
dredger,
but what about
dredging rock
with a hopper
dredger?
Royal Boskalis Westminster nv
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Desk study for TSHD
Up scaling of TSHD’s: propulsion, suction tube, draghead weight
What force level is available?
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Desk study for TSHD
What force is needed to cut the rock?
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Desk study for TSHD
Similarities to ripping with a bulldozer
Layered structure of
rock formation
Ripper teeth
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Cutting Trials
Test cart at rock quarry:
similar geology & strength
• pickpoints / ripper teeth
• cutting depth
• cutting angle
• cutting speed
• rock type
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Cutting Trials
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Cutting Trials
Measurements:
• groove patterns
• rock properties
• cutting forces
• dimensions
Engineering and construction of
ripper dragheads for the
Queen of the Netherlands
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Full Scale Trial
Aim: Demonstration of the technical feasibility
Trial Area
30.000 m3
(10%)
Royal Boskalis Westminster nv
Challenges:
• Strong current
• High swell
• Irregular seabed
• Canyon edge
• Draghead control
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Full Scale Trial: survey
In-Survey
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Full Scale Trial: survey
Survey 19-08-2005
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Full Scale Trial: survey
Survey 20-08-2005
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Full Scale Trial: survey
Survey 21-08-2005
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Full Scale Trial: survey
Survey 25-08-2005
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Full Scale Trial: survey
Survey 26-08-2005
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Full Scale Trial
Measurements:
• Vessel / draghead motions
• Rock properties
• Production
• Forces in suction tube
• Bottom roughness
Conclusion:
• cutting process OK
• draghead control OK
• acceptable force levels
• suction process to be optimized
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Laboratory tests
Scale model tests at Delft Hydraulics:
• cemented gravel
• suction flow
• jet flow
• geometry of draghead
• bottom topography
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Laboratory tests
Conclusions:
• significant improvement in suction efficiency
• draghead modifications
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Channel Deepening Project
Start of dredging the Entrance in april 2008
Extensive follow up:
• measures taken for
integrity of the pipe
• periodic checks
• work method
• frequent survey
• production
• sea bottom inspection
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Channel Deepening Project
Dredging the Entrance
completed:
autumn 2008
Conclusions:
• good balance between production
and load on the suction tube
• also harder rock is dredged
• limited operational damage
• very clean sea bottom
• dredging completed within time
and budget
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Channel Deepening Project
• Innovative draghead design, soil limits extended
• Dredging rock possible with TSHD
• Environmentally sustainable method
• Succesfull project is result of cooperation of many parties
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