DETERMINATION OF SHIP SQUAT AND UKC USING …gps-rs.scg.ulaval.ca/pdf/Geoide0502.pdf ·...
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DETERMINATION OF SHIP SQUAT AND UKCUSING GPS-OTF
Brian Morse, Stéphanie Michaud and Rock Santerre Project ENV #14
GEOIDE Annual ConferenceToronto
May 22-24 2002
NETWORK OF CENTRES OF EXCELLENCE IN GEOMATICS - PROJECT ENV#14
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Objectives of the Project ENV #14
• Improve GPS-OTF algorithms
• Integrate of GLONASS and GPS phase observations
• Ionospheric modeling
• Precise GPS point positioning
• Study squat and under-keel clearance (UKC)of merchant ships using GPS
NETWORK OF CENTRES OF EXCELLENCE IN GEOMATICS - PROJECT ENV#14
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Context of Maritime Transportation
• Maritime transportation is big business
• Industries’ competitiveness :Carrying extra cargo to expand the profit margin
Maximizing route efficiency to optimize travel time
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Why does the Seaway need a safe UKC ?
A safe UKC is required to ensure :
• Adequate manoeuvrability• Sufficient stopping distance• Sufficient space for sedimentation• Adequate accounting of errors in bathymetry• Economical fuel consumption• Protection of the ship’s hull• Protection of the waterway• Protection of the environment• Adequate accounting of vessel pitch, roll and squat
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Squat and Under-Keel Clearance (UKC)
WATER LEVELWATER LEVEL
SQUAT
CHANNEL’S LIMITS
MARGE DE MANOEUVRE
« OVER DREDGING »UNDER-KEEL CLEARANCE
SHIP’SDRAFT
TIDE
ZÉRO DES CARTES
NOMINAL DEPTH
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St. Lawrence Seaway study sites
St. Catherine lock
St. Lambert lock
Beauharnois lock
Montréal
St. Lambert lock to Beauharnois lock : 45 km
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4 GPS antennas on board ships
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Bow
Mid-Ship
PortStarboard
33 transits monitoredOctober - November 2000
NETWORK OF CENTRES OF EXCELLENCE IN GEOMATICS - PROJECT ENV#14
-0.20
0.00
0.20
0.40
0.60
0.80
30000 30200 30400 30600 30800 31000Channel station (m)
Squ
at (m
) ; P
itch
(m)
Squat Pitch
Travel direction
Pitch
Squat
Squat during ships meetings7
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Qualitative analysis to assess the repeatability of squat
• Prediction of squat with 3 models:
– Simard:
– Tuck:
– Barrass 2:
• Take into account the ship’s speed and the cross-section area ratio
• Model both elements differently for each equation
LFhS 2nhmax =
)SK2nhF1
2nhF
3ppL
sin(ppL5.0SK2nhF1
2nhF
2ppLbS
−
∇+−
∇= 1.46
30VSCS
08.2k
3/22b
max =
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Equation proposed to the Seaway
Canal de la Rive Sud
NETWORK OF CENTRES OF EXCELLENCE IN GEOMATICS - PROJECT ENV#14
Equation proposed to the Seaway10
Lake St. Louis
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Conclusions on the repeatability of squat11
NETWORK OF CENTRES OF EXCELLENCE IN GEOMATICS - PROJECT ENV#14
• Squat behaviour is “qualitatively similar but statistically different”
• Ships of different types have a similar squat behaviour, with possible exception of Trad. Lakers
• There is some systematic and unexplained behaviour going on, e.g.:change in water surface elevation, surges, sharp changes in rudder and propeller ship manœuvres, variable channel morphology, ship pitch, roll and heave, ship meetings
Acknowledgements12
GEOIDE NetworkSt. Lawrence Seaway Management CorporationFleet Technology LimitedWaterway Simulation Technology Inc.Géolocation Inc.Canada Transport Development Centre
For more information on the Project ENV#14:www.scg.ulaval.ca /gps-rs/ Research-GEOIDE
NETWORK OF CENTRES OF EXCELLENCE IN GEOMATICS - PROJECT ENV#14