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Damage stability, subdivision and floodable length

Naval Architecture and Ocean Engineering (B.Tech) · Ship hydrostatics and hydrodynamics · free study notes for exams, placements and interviews

In short

Damage stability studies what happens to a ship's floating position and righting ability after the hull is breached and one or more compartments flood. Subdivision is the design answer to it: watertight bulkheads placed so that any likely damage floods only as much volume as the ship can survive, and floodable length curves are the classical graphical tool used to decide that spacing. The subject is governed by SOLAS Chapter II-1 as given effect in India through the Merchant Shipping Act, 2025 and rules administered by the Directorate General of Maritime Administration (formerly DG Shipping), with class rules from the Indian Register of Shipping. It carries heavy weight in GATE Naval Architecture (NM), in university papers on ship stability, and in design-office interviews at Cochin Shipyard, Mazagon Dock, Goa Shipyard, L&T Shipbuilding, IRS and ship-design consultancies.

Explained

Basic ideas and definitions

Two methods of calculating damage condition

Effects of flooding

  1. Rise of mean draught (parallel sinkage): lost buoyancy is regained from the remaining intact waterplane.
  2. Change of trim: if the flooded compartment is off the midship LCF, a trimming moment arises; the ship settles by the bow or stern.
  3. Loss of stability: the intact waterplane area is reduced, so I and hence BM fall; typically GM reduces sharply.
  4. Heel and list: an asymmetric (one-side) compartment gives an immediate heel; a loss of GM may also cause an angle of loll.
  5. Free-surface effect: in the added-weight treatment the floodwater's free surface lowers effective GM by i·ρ/Δ for each slack space.
  6. Progressive and cascade flooding: water spreading through ducts, non-tight doors, or over an immersed margin line; the commonest cause of rapid capsize (Herald of Free Enterprise, Estonia, Costa Concordia).
  7. Cross-flooding (equalising) arrangements: ducts connecting symmetric side compartments to reduce heel; SOLAS requires equalisation within a limited time (commonly taken as about 10 minutes for intermediate stages, with the arrangement approved by the Administration) and only if it is automatic or needs no action below the bulkhead deck.

Floodable length and subdivision

Deterministic versus probabilistic damage stability

Criteria, codes and Indian practice

Key points

Formulas and examples

Parallel sinkage (lost buoyancy): δT = (μ · v) / (A_W − μ · a)
v = volume of bilged compartment (m³), a = waterplane area of that compartment (m²), A_W = intact waterplane area (m²), μ = permeability, δT in m.
New draught T₂ = T₁ + δT; lost buoyancy restored = μ·v = (A_W − μ·a) · δT
Damaged BM: BM_d = I_d / ∇, where I_d = intact waterplane I about the new centroid minus the lost portion's I; ∇ unchanged (lost buoyancy method), in m.
Free-surface loss of GM (added weight): GG₁ = i · ρ_f / Δ, i = transverse second moment of floodwater surface (m⁴), ρ_f = floodwater density (t/m³), Δ = displacement (t).
Heel from off-centre floodwater: tan θ = (w · d) / (Δ_final · GM_final), w = floodwater mass (t), d = transverse shift of its centroid (m).
Trim after flooding: change of trim = (w · longitudinal lever) / MCT1cm (cm), MCT1cm = Δ·GM_L / (100 L).
Floodable length (prismatic approximation about midship): FL = (δ∇ permitted) / (μ · A_section), where δ∇ permitted is the volume whose loss just immerses the margin line.
Permissible length = F × Floodable length; Attained index A = 0.4A_s + 0.4A_p + 0.2A_l, with A = Σ p·v·s.

Example 1 - Parallel sinkage of a box barge, empty midship compartment A rectangular box barge 60 m × 10 m × 5 m floats at 2.5 m even keel in sea water. An empty midship compartment 8 m long, full breadth, is bilged (μ = 1.0).

Example 2 - Permeability of a machinery space The same barge instead loses an 8 m long full-breadth machinery compartment with μ = 0.85.

Example 3 - Added weight method with free surface and heel A ship of Δ = 9,000 t, KG = 6.80 m, KM = 7.60 m floods a side compartment: floodwater w = 450 t, centroid 4.0 m off centreline, Kg of floodwater 1.50 m, free-surface moment i·ρ = 2,700 t·m.

Example 4 - Floodable length and bulkhead spacing At a point 0.30L aft of midship on a 120 m ship, the volume that may be lost before the margin line immerses is 820 m³, and the mean sectional area of the hull there below the damage waterline is 42 m². The ship is a cargo ship with factor of subdivision F = 0.85, compartment permeability μ = 0.70.

Example 5 - Required and attained index check A 150 m cargo ship computes A_s = 0.72, A_p = 0.68, A_l = 0.58; the required index from the SOLAS formula for cargo ships of Ls ≥ 100 m, R = 1 − 128/(Ls + 152), works out to R = 1 − 128/302 = 0.576.

AspectLost buoyancyAdded weight
DisplacementUnchangedIncreases by floodwater mass
KGUnchangedChanges
Free-surface correctionNot requiredRequired
Hydrostatics usedMust be recomputed for damaged formOrdinary intact hydrostatics
IterationNot needed for draughtNeeded (floodwater depends on draught)
Best suited toOpen compartments, floodable lengthPartly open spaces, hand calculation
AspectDeterministicProbabilistic
Damage assumedPrescribed extent (e.g. B/5 penetration)All damages, weighted by probability
Measure of complianceSurvives stated damage everywhereA ≥ R
RewardsBulkhead spacingWhole internal arrangement
EffortModest, hand-checkableHeavy; needs 3-D compartment model
Current useTankers (MARPOL), gas/chemical codes, small ships, navalSOLAS II-1 for cargo ships ≥ 80 m and passenger ships

Where it is used

Interview questions

Common mistakes

Related topics

Ship geometry, lines plan and hydrostatics · Ship construction and stability · Seakeeping and manoeuvring · Load line and freeboard assignment · Classification society rules and statutory surveys · Salvage, grounding and damage control

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