Question 1

You are entering the Singapore Strait at night in fog with 200m visibility. What is your safe speed, and how do you determine it?

Accepted Answer

COLREGs RULE 6 — SAFE SPEED IN FOG — SINGAPORE STRAIT: RULE 6 FACTORS FOR SAFE SPEED: the rule requires taking into account all relevant factors including: (a) State of visibility; (b) Traffic density; (c) Maneuverability; (d) Presence of background light; (e) Wind, sea state and currents; (f) Draught in relation to available depth of water; (g) Radar: range and resolution of radar, effect of sea clutter; (h) Detection range; SINGAPORE STRAIT CONTEXT — SPECIFIC FACTORS: (1) 200m VISIBILITY: extremely poor. At 10 knots, stopping distance for a large vessel = 1.5-2nm. A contact at 200m = no time to react; (2) TRAFFIC DENSITY: Singapore Strait is one of the busiest waterways in the world — multiple contacts, potentially crossing each other; (3) TSS: the Singapore Strait TSS (SOLAS V/10) requires specific lane compliance — altering course significantly to avoid contacts in fog is constrained by the TSS lane width; (4) DEPTH AND DRAUGHT: Singapore Strait has constrained areas — UKC is a factor limiting options; SAFE SPEED DETERMINATION: (1) STOPPING DISTANCE PRINCIPLE: the vessel should be able to stop within half the visible distance (200m / 2 = 100m). At what speed can a large vessel stop within 100m? Effectively dead slow or below — 2-3 knots; (2) RADAR PLOTTING: use radar to plot contacts. Identify CPA/TCPA. Safe speed should allow action in time for any developing close-quarters situation; (3) RULE 19: in restricted visibility — Rule 19 governs. Alter course and/or reduce speed for any contact detected by radar where close-quarters may develop; (4) MASTER ON BRIDGE: mandatory — fog in Singapore Strait with poor visibility requires master on the bridge; (5) LOOKOUT: dedicated visual AND sound lookout. Stopping distance vs visibility: Rule 6 is specifically about the relationship between speed and ability to respond to contacts. The general principle (not stated explicitly in Rule 6 but arising from its application) is that a vessel should be able to stop within half the range of visibility. At 200m visibility — half the range is 100m. For most large vessels — stopping within 100m requires very slow speed (dead slow or minimum manoeuvring). The "5 knots" myth: there is no "standard safe speed" of 5 knots in restricted visibility. Rule 6 requires a case-by-case assessment. 5 knots might be appropriate in some circumstances — but in Singapore Strait with 200m visibility and heavy traffic, 5 knots is likely still too fast. Radar and safe speed: option B reflects a dangerous misconception. Radar improves awareness but does NOT allow maintaining service speed in fog. Radar contacts can appear suddenly (sea clutter suppression issues), small vessels may not appear on radar, and the relative motion picture changes rapidly at speed. Using radar in addition to reduced speed is the requirement — not instead of it. Anchoring in TSS (option D): anchoring in a Traffic Separation Scheme is only acceptable in an EMERGENCY. TSS Rule 10 requires vessels to proceed in the appropriate lane. Anchoring because visibility is poor is not an emergency — reducing speed is the appropriate response. Anchoring in the Singapore Strait creates a major hazard for other TSS traffic. VTS Singapore: the Singapore Vessel Traffic System (VTIS) monitors all traffic in the Singapore Strait. Masters in poor visibility should maintain contact with VTIS and report if proceeding at significantly reduced speed.

Question 2

Your 180m bulk carrier is in Force 10 seas in the North Atlantic on a westbound Atlantic crossing. What are your strategic options and how do you decide?

Accepted Answer

FORCE 10 HEAVY WEATHER MANAGEMENT — STRATEGIC OPTIONS: FORCE 10 CONDITIONS: Beaufort 10 = 48-55 knots wind, seas 9-12m, very high waves with overhanging crests. For a 180m bulk carrier: (a) Green water on deck; (b) Risk of structural damage (hatch covers, mooring equipment); (c) Risk of cargo shift (particularly if bulk cargo has high moisture content); (d) Risk of parametric rolling (if heading or speed is near resonance frequency); STRATEGIC OPTIONS: (1) MAINTAIN COURSE — if the vessel can make safe headway, maintaining course at reduced speed may be appropriate. Rule: speed such that no excessive structural stress occurs. Fuel consumption penalty; (2) HEAVE-TO: bring the vessel to approximately 30-40° off the sea on the bow (head to sea, minimal headway). Most comfortable option for weathering out a storm. Significant time and fuel cost; (3) RUNNING BEFORE: stern to sea. Faster progress but: stern-on boarding seas risk; pooping risk; loss of rudder effectiveness in following seas (surf-riding, broaching risk); (4) AVOIDANCE — alter course to skirt around the storm. Use weather routing service data and ECMWF forecast to find the storm track and avoid it; MASTER's DECISION PROCESS: (1) ASSESS STORM TRACK: is it moving, and can you outrun or avoid it?; (2) VESSEL CAPABILITY: what is this vessel's seakeeping in these conditions?; (3) CARGO RISK: is the cargo susceptible to moisture or shifting?; (4) CREW CONDITION: fatigue level; (5) DESTINATION URGENCY: is there a berth window, laycan, tidal window that has commercial significance?; (6) NOTIFY DPA: commercial implications of significant deviation. Full speed in Force 10 (option B): maintaining full service speed in Force 10 conditions risks: (a) Excessive slamming (bow slamming in following steep seas); (b) Loss of propeller in following seas (RPM surge when propeller emerges); (c) Structural overstress on hatch covers, deck fittings; (d) Cargo damage. The correct principle is to reduce speed to what the vessel can safely sustain — which in Force 10 may be as low as 3-5 knots for safety. Running before the storm (option C): stern-on to following seas can cause: (a) Surf-riding — the vessel accelerates uncontrollably down a wave face, rudder loses effectiveness; (b) Broaching — a sudden involuntary turn athwart the sea; (c) Pooping — a following sea breaks over the stern. These are extremely dangerous. Running before the storm is appropriate only in certain vessel types and conditions — it is not universally the safest option. Weather routing authority (option D): the master bears responsibility for the safety of the vessel under SOLAS V/34 (passage planning). Weather routing services provide expert guidance — but they cannot compel the master to follow their recommendations. The master assesses the weather data and makes the decision. The weather routing service cannot be on the bridge to observe actual conditions. Parametric rolling — bulk carriers: certain vessel hull forms (bulkers, container ships) are susceptible to parametric rolling in specific sea states where the encounter frequency matches the natural roll period. The master must be aware of this and alter course or speed if the vessel exhibits parametric rolling characteristics.

Question 3

Your 300m tanker has a draught of 16.5m. You are transiting a channel where the charted depth is 19m but where dredging may have created uneven bottom. Discuss your UKC calculation and minimum clearance policy.

Accepted Answer

UKC CALCULATION — 300M TANKER IN SHALLOW CHANNEL: UKC COMPONENTS: Under-Keel Clearance = Charted Depth − Vessel Draught − Dynamic Allowances. STATIC CALCULATIONS: (1) Chart datum: the charted 19m is referenced to Chart Datum (Lowest Astronomical Tide). Current tidal height must be added; (2) Current draught: 16.5m; (3) Static clearance at chart datum: 19 - 16.5 = 2.5m; (4) During tidal rise: if tide = +1.5m: effective depth = 20.5m; clearance = 20.5 - 16.5 = 4.0m before dynamic allowances; DYNAMIC ALLOWANCES — THESE REDUCE THE EFFECTIVE UKC: (1) SQUAT: a vessel moving through water sinks below its static waterline due to: (a) Pressure distribution under hull; (b) Speed-dependent. For large vessels in shallow water (depth/draught ratio < 3): squat can be calculated using the Barras formula. At 10 knots in a depth/draught ratio of ~1.15 (19/16.5), squat for a 300m tanker may be 1.0-1.5m; (2) HEEL: when turning or in wind — the vessel lists, increasing draught at the lower side. For 1° heel at 32m breadth: heel squat ≈ 0.28m; (3) WAVE RESPONSE: in wave action, the vessel heaves and pitches — the lowest point may be deeper than the static waterline; (4) CHART ACCURACY: the stated 19m may not reflect uneven dredging. A safety margin of 0.5-1.0m should be added; MINIMUM SAFE CLEARANCE POLICY: many companies specify 10-15% of draught = 1.65-2.5m after all dynamic deductions. At 10 knots with 1.5m squat and heel — the available clearance BEFORE wave response and chart inaccuracy is: 2.5m (static) - 1.5m (squat) - 0.28m (heel) = 0.72m. THIS IS INSUFFICIENT for a 300m tanker. REDUCE SPEED to reduce squat. Static UKC is a starting point only: option B correctly identifies static UKC as 2.5m — but fails to account for any dynamic deductions. For a VLCC/large tanker in a shallow channel, squat alone can be 1.0-2.0m at normal transit speeds. The net dynamic UKC after squat, heel, and wave response may be less than 0.5m — critically insufficient. Pilot responsibility (option C): the pilot advises on local conditions and may have experience-based knowledge of the channel. However, the master retains ultimate responsibility for the vessel's safety (MSA 1995 S.22 and SOLAS V/34). The master should calculate UKC independently and compare with the pilot's recommendations. If the master's calculation shows inadequate UKC — they must raise this with the pilot. Speed and squat relationship: option D is dangerously wrong. Increasing speed INCREASES squat (squat is proportional to approximately speed squared). The correct response is to REDUCE SPEED to reduce squat. Many VLCCs transit shallow ports at very slow speed (4-6 knots) specifically to manage squat. Company UKC policy: most major oil company and bulk carrier operators have formal UKC policies specifying minimum clearances after all dynamic deductions. These are typically: (a) At sea: 10% of draught minimum (but often 1.5-2.0m absolute minimum); (b) In restricted waters: 15% of draught after deductions. The Barras formula: B2/Cb × V²/Lpp gives a squat estimate. This is the standard formula used by many harbour masters and pilots. Masters of large vessels should be familiar with its application.