- •Introduction to the Anchor Handling Course
- •Technical Specifications:
- •Winch Layout:
- •Power Settings / Bollard Pull
- •All operations on board must be performed in accordance with Company Procedures.
- •Risk Assessment
- •Planning
- •Planning:
- •Goal, example:
- •What to do:
- •Electrical winches
- •Winch operation
- •General Arrangement
- •A/H-Drum at full Capacity
- •Over speed
- •Water brake
- •Band brake
- •QUICK & Full Release
- •Hydraulic Winches
- •Lay out (B-type)
- •Hydraulic winch, “B-type”
- •TOWCON
- •Instruction for use of Wire Drums
- •Changing of Chain Wheels (Wildcats / Chain Lifter)
- •TRIPLEX - SHARK JAW SYSTEM.
- •Operation
- •Maintenance and inspections
- •Safety
- •2. OPERATION:
- •QUICK RELEASE:
- •EMERGENCY RELEASE:
- •CONTROL PANEL
- •Marks for Locked on Hinge Link
- •2.2- OPERATION OF THE "JAW IN POSITION ACCEPT" LEVER:
- •2.3 OPERATION OF THE CONTROL PANEL AT EMERGENCY POWER.
- •3. ELECTRIC AND HYDRAULIC POWER SYSTEM.
- •3. 1. ARRANGEMENT OF SYSTEM.
- •3.2. FUNCTIONING OF QUICK RELEASE - JAWS ONLY.
- •3.3. FUNCTIONING OF EMERGENCY RELEASE
- •4.2 Test without Load.
- •4.3 Test with Load.
- •5. General Maintenance
- •5.1 Accumulators Depressurising
- •5.2 Shark Jaw Unit
- •5.3 Guide Pins Units
- •5.4 Hydraulic System
- •5.5 Electric System
- •6. Control Measurements / Adjustments.
- •6.2 Adjustment of inductive proximity switches on lock cylinders.
- •6.3 Adjustment of Pressure Switches for Lock Pressure.
- •7. Test Program – Periodical Control
- •7.2 Checking List – Periodic Control Mechanical / Hydraulic.
- •7.3 Checking List – Periodic Control Electrical
- •7.4 Testing without Load – Yearly Testing.
- •7.5 Load Test – Emergency Release – 5 Year Control.
- •“Mark on line !”
- •“Double set of Jaws, Pins and Wire lifter”
- •View from the bridge.
- •“JAW READY FOR OPERATION”
- •“JAW LOCK POSITION ACCEPTED”
- •KARM FORK – SHARK JAW SYSTEM.
- •Wire and chain Stopper
- •Inserts for KARM FORK
- •Martensite:
- •Recommendations:
- •1. THE BASIC ELEMENTS OF STEEL WIRE ROPE
- •2. STEEL WIRE ROPE CONSTRUCTIONS
- •3. SPECIAL STEEL WIRE ROPES
- •4. USE OF STEEL WIRE ROPE
- •5. SELECTING THE RIGHT STEEL WIRE ROPE
- •6. ORDERING STEEL WIRE ROPE
- •7. STEEL WIRE ROPE TOLERANCES
- •8. HANDLING, INSPECTION AND INSTALLATION
- •9. INSPECTION AND MAINTENANCE
- •10. ELONGATION AND PRE-STRETCHING
- •11. OPERATING TEMPERATURES
- •12. MARTENSITE FORMATION
- •13. END TERMINATIONS
- •14. SOCKETING (WIRELOCK)
- •15. DRUM CAPACITY
- •16. CLASSIFICATION AND USE OF STEEL WIRE ROPE
- •17. ROPES
- •18. CHAINS AND LIFTING COMPONENTS
- •19. TECHNICAL CONVERSION TABLES
- •SWIVEL
- •MoorLink Swivel
- •Pin Extractor
- •Socket Bench
- •Chains and Fittings
- •STUD LINK MOORING CHAIN
- •OPEN LINK MOORING CHAIN
- •KENTER JOINING LINKS
- •PEAR SHAPE ANCHOR CONNECTING LINK
- •DETACHABLE CONNECTING LINK
- •D’ TYPE JOINING SHACKLES
- •‘D’ TYPE ANCHOR SHACKLES
- •SHACKLES
- •JAW & JAW SWIVELS
- •BOW & EYE SWIVELS
- •MOORING RINGS
- •FISH PLATES
- •PELICAN HOOKS
- •SLIP HOOKS
- •‘J’ CHASERS
- •PERMANENT CHASERS
- •DETACHABLE PERMANENT CHAIN CHASERS
- •PERMANENT WIRE CHASERS
- •‘J’ LOCK CHAIN CHASERS
- •The way to break the anchor loose of the bottom is therefore:
- •Table of contents
- •Introduction
- •General
- •Mooring systems
- •Mooring components
- •History of drag embedment anchors
- •Characteristics of anchor types
- •History of vryhof anchor designs
- •Criteria for anchor holding capacity
- •Theory
- •Criteria for good anchor design
- •Aspects of soil mechanics in anchor design
- •Soil classification
- •Fluke/shank angle
- •Fluke area
- •Strength of an anchor design
- •Anchor loads and safety factors
- •Anchor behaviour in the soil
- •Proof loads for high holding power anchors
- •Anchor tests
- •Soil table
- •Practice
- •Introduction
- •Soil survey
- •Pile or anchor
- •Setting the fluke/shank angle
- •Connecting a swivel to the Stevpris anchor
- •Chasers
- •Chaser types
- •Stevpris installation
- •Laying anchors
- •Retrieving anchors
- •Anchor orientation
- •Decking the Stevpris anchor
- •What not to do!
- •Racking the Stevpris
- •Deploying Stevpris from the anchor rack
- •Boarding the anchor in deep water
- •Ballast In fluke
- •Chaser equilibrium
- •Deployment for permanent moorings
- •Piggy-backing
- •Piggy-back methods
- •Stevmanta VLA installation
- •Installation procedure
- •Stevmanta retrieval
- •Double line installation procedure
- •Stevmanta retrieval
- •Double line installation with Stevtensioner
- •The Stevtensioner
- •The working principle of the tensioner
- •Measurement of the tensions applied
- •Umbilical cable and measuring pin
- •Break - link
- •Duration of pretensioning anchors and piles
- •Handling the Stevtensioner
- •General tensioning procedures
- •Hook-up
- •Lowering
- •Tensioning mode
- •Retrieving
- •Supply vessels/anchor handling vessels
- •Product data
- •Introduction
- •Dimensions of vryhof anchor types
- •Proof load test for HHP anchors (US units)
- •Dimensions of vryhof tensioners
- •Proof load/break load of chains (in US units)
- •Chain components and forerunners
- •Connecting links
- •Conversion table
- •Mooring line catenary
- •Mooring line holding capacity
- •Shackles
- •Wire Rope
- •Wire rope sockets
- •Thimbles
- •Synthetic ropes
- •Mooring hawsers
- •Main dimensions chasers
- •Stevin Mk3 UHC chart
- •Stevin Mk3 drag and penetration chart
- •Stevpris Mk5 UHC chart
- •Stevpris Mk5 drag and penetration chart
- •Stevmanta VLA UPC chart
- •Introduction
- •Propulsion system
- •Propellers
- •Thrusters
- •Rudders
- •Manoeuvring
- •Current
- •Wind
- •Other forces
- •Turning point (Pivot point)
- •Ship handling
- •General layout Jack-Up drilling unit:
- •General information about a Semi Submersible drilling unit:
Stevpris Mk5 UHC chart |
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132 |
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tin C)H(U ycit paaC |
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gdin loH tema ltiU alicyp t |
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Ultimate Holding Capacity |
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The prediction lines above |
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Ultimate Holding Capacity in |
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tonnes and A a parameter |
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anchor line with values between |
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24 and 110. |
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Stevpris Mk5 size in t
The Stevpris Mk5 design line very soft clay represent soils such as very soft clays (mud), and loose and weak silts.
The line is applicable in soil that can be described by an undrained shear strength of 4 kPa at the surface increasing by 1.5 kPa per meter depth or in the equation Su = 4+1.5*z. with Su in kPa and z being the depth in meters below seabed. In very soft soils the optimum fluke/shank angle is typically 50 deg.
The design line sand represents competent soils, such as medium dense sands and stiff to hard clays and is based on a silica sand of medium density. In sand and hard clay the optimal fluke/shank angle is 32°.
The medium clay design line represents soils such as silt and firm to stiff clays. The fluke/shank angle should be set at 32° for optimal performance.
Stevpris Mk5 drag and penetration chart
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Stevpris Mk5 size in t |
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anchor load |
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drag |
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penetration |
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penetration |
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Example: loading 70% of ultimate holding capacity corresponds with 48% of maximum drag and 80% of maximum penetration at ultimate holding capacity.
Stevmanta VLA UPC chart
aC ap tic iy tn
U- imtl ta Pe lu o-l tu
pyt aic Ul CP
134
2000
1800
1600
1400
1200
1000
800
C
600
400
B
200
A
0
0 |
5 |
10 |
15 |
20 |
25 |
30 |
600 |
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500 |
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400 |
tni |
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adol ntio la |
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300 |
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200 |
last inal ci |
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typ |
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100 |
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0 |
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Stevmanta Fluke Area (m2)
Mooring lines in diameters; |
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A ø 76 mm B ø 121 mm C |
ø 151 mm |
Six strand & spiral strand |
Spiral strand |
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Typical Ultimate Pull-out Capacity (UPC)
The prediction lines on the “UPC chart” can be expressed in the equations as stated below:
D |
= |
1.5 *k0.6 *d-0.7 *A0.3 *tan1.7 (α) |
UPC = |
Nc *Su *A |
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where, |
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where, |
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D |
= |
Stevmanta penetration depth [m] |
UPC |
= |
Ultimate Pull-out Capacity [kN] |
k |
= |
quotient Undrained Shear Strength clay [kPA] and |
Nc |
= |
Bearing Capacity Factor |
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depth [m] |
Su |
= |
(k *D), Undrained Shear Strength clay [kPa] |
d |
= |
mooring line or installation line diameter [m] |
A |
= |
Stevmanta fluke area [m2] |
A |
= |
Stevmanta fluke area [m2] |
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α= Stevmanta fluke / shank angle [deg]
The UPC graph incorporates a Nc- value of 10, α-value of 50 degrees and k-value of 2. The graph clearly illustrates the influence of the diameter of the mooring line or installation line, and whether six strand or spiral strand is used. The typical installation load to obtain a specified UPC is presented on the right vertical axis of the graph.
MTC
Anchor Handling Course
Introduction
The forces acting upon a ship determine her movement. Some of these forces are controllable and some are not. Some of them can we measure and some we can not.
The ship is subjected to the forces from the wind, waves and current and in shallow water and narrow waterways by the interaction from the bottom, banks or sides of the channel.
Close approach to other vessels generates intership action, and wash from propellers/thrusters from another vessel will also affect our ship.
Some of these forces will vary in size depending on the speed of our, or the other ship, whereas other forces are affecting us all the time.
Forces from pulling an anchor-wire-towing-cable etc, is also an important factor.
This chapter will explain some basis knowledge to Ship handling and Manoeuvring theory but the most important factor in Ship handling is experience.
It is therefore essential that navigators do practice handling of their ship when there are a chance to do so.
Propulsion system
Most vessels do have diesel engines, which through a gear rotate the aft propeller, and an electrical power system generation power to the thrusters.
But some special vessels can have a system with electrical propellers/thrusters, and maybe only having azimuth thrusters whiteout any rudders.
Depending on the layout of your propellers/thrusters/rudders the ship handling can be quite different from one ship type to another.
A continued research and development is taking place within the maritime technology and new engines, propeller and rudder types are invented every year. This chapter will therefore concentrate on some basis knowledge regarding propellers and rudders.
M:\ANCHOR HANDLING\Course Material\Training Manual New\Chapter 14\Ship Handling Manoeuvring.doc
Chapter 14 |
Page 1 |