Stability Flashcards
Covers topics like Intact & Damaged Stability, Dry Docking and criteria
What is the stability information that should be available to the Master?
- General Particulars (info to authorities)
- General Arrangement plan (to locate & identify tanks, compartments etc.)
- Capacities & Centre of Gravity of compartments
- Estimated Weight & Disposition of Pax and Crew
- Estimated Weight & Disposition of Cargo
- Loadline and Deadweight
- Hydrostatic Particulars
- Free Surface Info
- KN Tables / Cross Curves
- Pre-worked Vessel Conditions
- Statement of Instructions
- Inclining Experiment Report
What is the contents on a vessel’s pre-worked condition?
- Profile Diagram
- Statements of Lightship, Deadweights, GM and Draughts & Trim
- Diagram of GZ’s (GZ Curve) with GM
- Statement of Comparison (to the IS Requirements)
- Free Surface Effect
- Warning to the Master (for not complying with IS Requirements)
What is the purpose of Stability Instruments?
A detailed, yet clear to understand display of the vessel’s present loading condition, to determine compliance
NOTE: it is NOT a substitute for the Stability Manual
What type of data inputs does Stability Instruments rely on?
- PASSIVE - manual entries in the system
- ACTIVE - sensors in tanks, compartments with AUTOMATIC & CONTINUOUS
NOTE: active must have ability to OVERRIDE by the user
What are the different types of software for Stability Instruments?
- Type 1 - for INTACT stability ONLY
- Type 2 - for INTACT & DAMAGE stability (based on limit curve)
- Type 3 - for INTACT & DAMAGE stability (direct pre-programming of various scenarios for each loading condition)
- Type 4 - calculates damage stability associated with an actual loading condition and/or actual flooding cases, by using the direct application of user or sensor defined damage to enable a safe return to port (SRtP).
List the data that should be presented on Stability Instruments?
The following must be presented in a clear manner with units of measure identifiable and used consistently:
- Deadweight Data (KG, TCG, LCG, FSM if applicable)
- Trim & List
- Draughts - at the marks & perpendiculars
- Summary of Load Condition (Displacement, VCG, LCG, VCB, LCB, LCF, GM, GML)
- Table of GZ’s for a range of heel
- Angle of Flooding
- Compliance with IS Criteria
- Clear Warning if not in compliance
Stability Requirements - GENERAL
- Initial GM > 0.15m
- GZ = 0.20m at an angle >30°
- Max GZ to occur after = 25
- Area under the Curve 0 - 30 > 0.055mr
- Area under the Curve 0 - 40 (or angle flooding whichever less) > 0.09mr
- Area under the Curve 30 - 40 (or angle flooding whichever less) > 0.03mr
Stability Requirements - GRAIN
Vessel upright upon completion of loading
Minimum GM = 0.30m
Angle of heel due to grain shift = 12 degrees or angle of DEI (whichever lesser)
Area under the Curve = 0.075mr (measured from either 40 degrees, angle of flooding or difference between the curves)
Stability Requirements - TIMBER
Minimum GM = 0.10m
Maximum GZ = at least 0.25m
Area under the Curve 0 - 40 degrees or angle of flooding = 0.08mr
Extra Criteria Exemption
The effects of beam wind and rolling = 80% of angle DEI may be ignored
Stability Requirements - PASSENGER
As well as complying with the General & Weather Criterion…
Angle of heel on turning = max 10 degrees
Angle of heel with pax on one side = max 10 degrees
Minimum weight of Pax = 75kg
Minimum height of Pax = 1.0m (standing), 0.3m (seating)
Location of Pax & Luggage = at spaces in their disposal
Stability Requirements - WIND CRITERION (Compliance)
Compliance:
Angle of heel under STEADY BEAM wind = 16 degrees or 0.8 x angle of DEI (whichever is lesser)
Area b to be EQUAL OR GREATER THAN area a
Stability Requirements - WIND CRITERION (Angles)
Angles:
ϕ0 = angle of heel under steady beam wind
ϕ1 = angle of roll to windward due to wave action (measured from ϕ0 to end of area a)
ϕ2 = angle of flooding, 50 degrees or ϕc (whichever lesser)
ϕc = angle of second intercept of lW2 on the GZ Curve
Stability Requirements - WIND CRITERION (Levers)
Levers:
lW1 (Wind Lever 1) = wind lever of a steady beam wind
lW2 (Wind Lever 2) = wind lever of wind gusts (50% more than lW1)
Define a Type A vessel
A vessel which is designed to carry LIQUID CARGOES IN BULK ONLY
Define a Type B Vessel
Any vessel OTHER THAN A TYPE A VESSEL
What are the characteristics of a Type A vessel?
High integrity
Small, watertight openings
Low permeability (less lost volume if bilged)
More subdivisions (less lost volume if bilged)
Need to remain afloat of flooding ANY compartment (permeability 0.95)
Machinery space is a FLOODABLE compartment (permeability 0.85)
What are the characteristics of a Type B vessel?
Larger access openings
Low integrity
Less subdivisions
Greater permeability in cargo spaces
OVERALL, they have a higher freeboard than Type A vessels
What corrections can affect the final assignment of freeboard?
- Vessel under 100m in length
- Block Coefficient
- Depth of the vessel
- Position of the Deck Line
- Sheer of the vessel
- Recess in the Freeboard Deck
- Superstructure
- Minimum Bow Height
How can a Type B vessel reduce it’s freeboard? (Type B-60)
As well as the Type B requirements…
OVER 100m in length
WEATHERTIGHT openings
Remain afloat any SINGLE compartment (permeability 0.95)
Machinery space = FLOODABLE (permeability 0.85)
How can a Type B vessel reduce it’s freeboard? (Type B-100)
As well as the Type B-60 requirements…
WATERTIGHT openings
Deck to Machinery space = PROTECTED by deckhouse
Access between poop & bridge = GANGWAY OR UNDER DECK PASSAGE
Lieu of the bulwarks = OPEN RAILS OVER HALF LENGTH of vessel