Question 1

You are approaching Singapore at night with 8 radar contacts around you. Your second officer is the OOW, and you have a cadet on the bridge. How do you apply BRM principles to manage safely?

Accepted Answer

BRM MULTI-CONTACT SINGAPORE APPROACH — MASTER's ROLE: BRM PRINCIPLES (STCW A-II/1 and A-VIII/2): Bridge Resource Management involves effective use of all available resources (people, systems, information) to maintain situational awareness and make safe decisions. MASTER's APPROACH — 8 CONTACTS AT NIGHT: (1) MASTER ON BRIDGE: a multi-contact approach to Singapore at night — master is definitely on the bridge. This is in the standing orders as a calling condition; (2) ASSIGN TASKS: (a) Second officer: dedicated radar plot and ECDIS monitoring. Call out any CPA developing inside 1nm; (b) Cadet: dedicated visual and AIS watch. Call out any light identification; (c) Master: overall situational awareness, conning, communication with VTS; (3) PRIORITISE CONTACTS: radar plot each contact. Which have CPA < 1nm within 6 minutes TCPA? These are the priority contacts; (4) NO MULTI-TASKING: in a complex situation — each person has ONE specific task. Do not ask the radar watchkeeper to also plot the chart; (5) COMMUNICATE: clear, unambiguous communication between all bridge team members. Closed-loop communication: task given → acknowledged → confirmed completed; (6) MANUAL STEERING: switch to manual steering on approach to high-traffic areas. Helmsman follows helm orders precisely; (7) VTS CONTACT: maintain contact with VTIS Singapore on required channels; (8) CHALLENGE/CONFIRM: if the master notices something the team has not reported — say so. Challenge. "Second officer, contact 3 miles on 070 — CPA?"; (9) REDUCE SPEED: in congested waters at night — consider speed reduction to give more time; (10) BRIEF THE TEAM: at the start of the approach — brief all team members on the expected traffic pattern and key hazards. BRM philosophy — shared mental model: BRM is built on the principle that safety in complex situations requires a TEAM with shared situational awareness — not a single expert trying to manage everything. The master who "does everything personally" (option B) creates: (a) single point of failure; (b) cognitive overload; (c) no independent check on the master's decisions. The second officer who "manages all contacts alone" (option C) without master support on the bridge in 8-contact Singapore approach is unsafe — this is exactly a calling condition under standard ship standing orders. Closed-loop communication: this is a specific BRM technique where: (a) the sender gives an instruction ("reduce speed to 10 knots"); (b) the receiver acknowledges ("reducing to 10 knots"); (c) the sender confirms ("confirmed"). This prevents misunderstood commands — critical in complex situations. Autopilot in congested waters (option D): manual steering is standard practice in congested areas. Autopilot can: (a) introduce a lag in course changes; (b) make corrections that compete with helm orders; (c) select an unexpected optimal course. In a multi-contact congested area where precise collision avoidance manoeuvres may be required — manual steering with a reliable helmsman is essential. Challenge culture: BRM emphasises that ANY bridge team member should feel able to raise a concern. A cadet who notices something unusual should say so — and the master must create an environment where this is possible and encouraged. A cadet who spots an unlighted vessel but stays silent because "the master will think I'm wrong" represents a BRM failure.

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.