Ship Stability, Theory and Practice  ·  Volume Three  ·  Chapter 8

The Load Line Regulations

How deep she may be loaded, and what it would take to load her deeper

Three chapters have asked what a ship must survive. This one asks how deep she may be loaded before she is asked to survive anything, and the two questions turn out to have the same answer written from opposite ends.

8.1 What a freeboard is for

The freeboard is the distance from the upper edge of the deck line down to the upper edge of the load line. It is not primarily a stability figure. It is a measure of reserve buoyancy: the volume of intact watertight hull above the waterline, which is what lifts her to a sea instead of letting the sea come aboard, and what she has left to settle into when something floods.

A freeboard may only be assigned once a list of other things are satisfied, and the list shows what the Convention thinks it is protecting: structural strength, reserve buoyancy, the physical means of keeping water out, the safety of the crew on the weather deck, the wetness of that deck, intact stability in the normal loaded condition, and the degree of subdivision and stability after prescribed damage. Only the last is what this volume has been about, and it is the one the assigning authority reaches last.

The marks on her sideevery one of them measured down from the upper edge of the deck linethe mark, drawn for legibility and not to scaleDECK LINE300 mm long, 25 mm thickTF3504 mmF3704 mmT3720 mmS3920 mmW4120 mmfreeboardfresh watersea waterLRthe centre of the ring is the summer freeboard below the deck line3920 mmher figuresdeck line above the keel13.520 mTropical Fresh Water10.016 mFresh Water9.816 mTropical9.800 mSummer9.600 mWinter9.400 msummer timber9.900 mfresh water allowance216 mmone forty eighth of d200 mmdraughts, from the keel
Figure 8.1   The marks on her side, with her own figures against them.

8.2 Type A and type B

A type A ship carries only liquid cargoes in bulk, has a high integrity of exposed deck with small gasketed steel covers, and a low permeability of loaded cargo compartments. A type B ship is every other ship. Bilge a loaded amidships compartment in each: in the tanker the oil runs out, the displacement falls, the freeboard grows; in the bulk carrier the sea runs in, the displacement rises, the freeboard shrinks. That, plus the close subdivision a tanker needs anyway, is the reason for the smaller table.

Why a tanker is allowed to load deeperthe same amidships compartment, bilged, in two different shipsA TYPE A SHIPliquid cargo in a tankthe oil runs out, she rises, the freeboard growsA TYPE B SHIPdry cargo in a holdthe sea runs in, she sinks, the freeboard shrinksand a type A ship has small gasketed steel covers, low permeability and far more subdivisionso at 148 m her tabular freeboard is 1935 mm where a type B gets 2271a difference of 336 mm, and the whole of Regulation 27 is about who may claim it
Figure 8.2   The same compartment bilged in two ships, and why the tables differ.

8.3 The tabular freeboard and the standard ship

The tabular freeboard is read from Regulation 28 against L. It is what would be assigned to a standard ship: block coefficient 0.68, length to depth ratio 15, no superstructure, a parabolic sheer reaching prescribed heights at the perpendiculars, and a minimum bow height. Every correction that follows says how the actual ship differs from that one.

L, m144145146147148149150151152
Table A187018861903191919351952196819842000
Table B219022092229225022712293231523342354

At 148 metres the Table B value is 2271 mm and Table A 1935 mm. The difference, 336 mm, is the whole subject of section 8.6.

8.4 The corrections

Four corrections turn the tabular value into an assigned freeboard. The block coefficient factor is (Cb + 0.68)/1.36, and it is a multiplier: a fuller ship has more volume under water, so she needs more freeboard for the reserve buoyancy to stay the same proportion of it. The depth correction adds (D − L/15) × 250 for a ship of 120 m and over: flood an amidships compartment running the full depth of the hull and the deep ship settles further. Superstructures are always a deduction, because the standard ship has none. And a deficiency of sheer is always an addition, because sheer is reserve buoyancy exactly where a ship needs it.

Laboratory 1  ·  build the freeboard CHANGE THE SHIP AND WATCH THE MARK MOVE
length L, m148
block coefficient0.881
depth for freeboard, m13.52
sheer, per cent of standard40
ship typetype B
tabular
—
x block coefficient
—
+ depth
—
− superstructure
—
+ sheer
—
summer freeboard
—
—
The standard sheer profileseven ordinates, and Simpson one three three one applied to each half1483659166033213172967APL/6L/3amidshipsL/3L/6FPstandardhers, 40 per cent of it(L/3 + 10) = 59.333 mm, and every ordinate is a multiple of itafter half 3957.5/8 = 494.7 mm, forward half 7915.1/8 = 989.4 mm, mean of the halves 742.0 mmdeficiency 445.2 mm (mean of 296.8 aft and 593.6 forward) x (0.75 - S/2L) = 0.6351, giving 282.8 mm addedsheer is reserve buoyancy at the ends; a ship with less than the standard is given more freeboardwhich is why the forward ordinate is twice the after one
Figure 8.3   The standard sheer profile, and hers against it.
stepmmrunning total, mm
tabular freeboard, Table B at 148 m22712271
multiplied by the block coefficient factor× 1.14782606.7
plus the correction for depth+ 913.33520.0
less the deduction for superstructures (E/L = 0.2297, 16.08 per cent of 1070 mm)− 172.13347.9
plus the correction for sheer (deficiency 445.2 mm × 0.6351)+ 282.83630.7
minimum summer freeboard3631
the freeboard actually assigned to her3920

The sheer correction is the deficiency of sheer multiplied by (0.75 − S/2L). The standard profile has seven ordinates, multiples of (L/3 + 10) mm; in each half the four ordinates are multiplied by the factors 1, 3, 3, 1 and the sum of the products is divided by 8 to give the mean sheer of that half (aft 494.7 mm, forward 989.4 mm for 148 m), and the mean sheer of the ship is the arithmetical mean of the two halves, 742.0 mm. At 40 per cent of standard her deficiencies are 296.8 mm aft and 593.6 mm forward, mean 445.2 mm, and with S = 34 m the factor is 0.6351. Dividing the sum of both halves by 8 would double the mean sheer and the correction; that is a common slip.

The calculation gives a minimum summer freeboard of 3631 mm against the 3920 mm on her certificate. The tables give a minimum, and a ship may always be assigned more. A freeboard 289 mm above the geometric minimum usually means that the scantling draught, the draught for which the hull was designed and approved, governs rather than the tables (Regulation 1 makes the assigned freeboard conditional on the strength being adequate for the corresponding draught), and that is how her 3920 mm should be read. Even with no sheer at all the geometry could demand no more than 3819 mm.

Building her summer freeboardfrom the tabular value for a standard ship to the mark on her side01000200030004000millimetres2271Table B at 148 mthe standard ship2607x block coefficientCb 0.8813520+ depthD against L/153348- superstructuresE/L = 0.2303631+ sheer40% of standard3920assignedfrom her bookletthe calculation gives a minimum of 3630.7 mm; she has been assigned 3920 mm289 mm more than the geometric minimum: her scantling draught, not the tables, fixes her marksthe depth correction alone is nearly a metre: she is a deep ship for her length
Figure 8.4   The build up, correction by correction, to the mark on her side.

8.5 The seasonal freeboards

The summer freeboard fixes everything else. Winter is summer plus one forty eighth of the summer draught, tropical is summer minus the same: 200 mm. The fresh water allowance is the displacement divided by four times the TPC, 216 mm, and the tropical fresh water freeboard takes both.

markfreeboard, mmdraught, m
Tropical Fresh Water350410.016TF
Fresh Water37049.816F
Tropical3720.09.800T
Summer3920.09.600S
Winter4120.09.400W
Summer Timber36209.900LS, from Chapter 4

The fresh water allowance computed here is the 216 mm printed in her booklet, which is a satisfying independent check on both. And she is over 100 metres, so no separate Winter North Atlantic line is marked: for a ship of her size the winter line serves.

8.6 Buying freeboard with damage stability

A type B ship of over 100 metres may have part of the difference between the tables back if she can earn it: adequate crew protection, adequate freeing arrangements, steel hatch covers in positions 1 and 2, and the prescribed flooding survived. B-60 returns 60 per cent of the difference, B-100 the whole of it, which is the Table A figure exactly.

tabular freeboardwhat must be survived
type B2271 mmnothing is required
B-602069 mmflooding of any one compartment, permeability 0.95
B-1001935 mmflooding of any two adjacent fore and aft compartments, machinery excluded
type A1935 mmliquids in bulk, and the type A conditions

The damage assumptions are those of Regulation 27: transverse extent B/5 or 11.5 m whichever is less, vertical from the base line upwards without limit, and the flooding confined to a single compartment between adjacent transverse bulkheads. That last point is the difference from Chapter 7: here the damage is a compartment, not a box.

What damage stability buysa type B ship may claim back part of the difference, if she can earn it19002000210022002300tabular freeboard, mm2271type Bno damage standard required2069B-60survive any one compartment1935B-100survive any two adjacent1935type Aliquids in bulkB-100 and type A are the same figurethe whole difference is 336 mmMV Ninja fails the one compartment test in three of her five holds, so she keeps the full 2271 mm
Figure 8.5   What the two standards buy, and how B-100 arrives at the Table A figure.

8.7 Could MV Ninja claim B-60?

She is 148 metres, so her machinery space is not treated as a floodable compartment at all: Regulation 27 treats it so, at a permeability of 0.85, only in a ship over 150 metres. The test is on her holds, each at a permeability of 0.95. Her booklet carries no compartment geometry, so the holds used here are the illustrative box holds of Chapter 5 (a flat floor 2.20 m above the keel, bulkheads at 20.80, 44.90, 68.70, 92.90, 117.20 and 139.60 m from the after perpendicular), and every draught after flooding lies above the last row of her hydrostatic table, 10.40 m, which is carried on in a straight line. The initial condition is her summer departure condition, solid KG 8.09 m, standing in for the homogeneous loading the Regulation prescribes.

Animation 1  ·  the test, compartment by compartment ONE AT A TIME, AS REGULATION 27 REQUIRES
hold floodeddraught mtrim cm (+ by the head)forward maft mGM mverdict
No.5 hold10.880-5808.14313.9432.188the deck goes under aft
No.4 hold10.961-2069.93411.9942.083survives
No.3 hold10.988+13111.68310.3692.081survives
No.2 hold10.995+53714.0018.6262.081the deck goes under forward
No.1 hold10.769+92916.1316.8372.194the deck goes under forward

Three of her five holds put the freeboard deck under water. Her residual metacentric height never falls below 2.08 metres in any of them. She does not qualify for B-60, and stability has nothing to do with it: it is the trim that decides the result. The residual lever curve, range and area of Regulation 27(13)(e) need cross curves for the damaged hull, which her booklet does not carry, so they are not settled here.

The B-60 test: any one hold, permeability 0.95loaded to the summer marks on an even keel, as Regulation 27 requires; draughts forward and aft after flooding681012141618draught after flooding, mfreeboard deck at side 13.50 msummer waterline 9.600 m13.948.14No.5 holddeck under · GM 2.19 m11.999.93No.4 holdsurvives · GM 2.08 m10.3711.68No.3 holdsurvives · GM 2.08 m8.6314.00No.2 holddeck under · GM 2.08 m6.8416.13No.1 holddeck under · GM 2.19 mdraught aftdraught forwardmeanthree of her five holds put the freeboard deck under water: she does not qualify for B-60her residual GM never falls below 2.08 m; it is the trim at the ends that decides it
Figure 8.6   The B-60 test, hold by hold: draughts forward and aft after flooding against the freeboard deck.
Laboratory 2  ·  flood her yourself ONE COMPARTMENT OR TWO, AT ANY PERMEABILITY
hold flooded (the after one of a pair)No.3
how many1
permeability0.95
draught
—
forward
—
aft
—
residual GM
—
deck edge at (wall sided estimate)
—
area to the deck edge (estimate)
—
—

The holds are the illustrative box holds of Chapter 5, not in her booklet, and the hydrostatic table is carried on in a straight line above 10.40 m. The deck edge angle and area are a wall sided estimate on the mean draught, shown for interest only when the deck is clear; the range and area criteria of Regulation 27(13)(e) need the damaged cross curves and are not settled here.

B-100 does not need testing after that, but it is worth seeing where two adjacent holds take her. On the same model the amidships pair, Nos. 3 and 4 together, puts her at a mean draught of about 13 metres, 2.6 m beyond the hydrostatic table, with the deck at side still clear aft by about 9 cm and a metacentric height near 1.9 m; every other pair puts an end of the freeboard deck deep under water. A ship whose deck is clear by only nine centimetres has very little residual stability: the residual righting lever curve would have to reach 20 degrees beyond equilibrium and enclose 0.0175 m rad, and a deck edge a few centimetres above the water is immersed within a degree or two of heel. That criterion exists for exactly this case.

Two adjacent holds flooded: the B-100 test on the amidships pairNos. 3 and 4 together, permeability 0.95, from the summer marks on an even keelNo.4 floodedNo.3 floodedfreeboard deck at side 13.50 msummer waterline 9.600 m13.409 m12.514 mAPFPmean draught 12.97 m, 2.6 m beyond the hydrostatic table; the deck at side is clear aft by about 9 cm; GM 1.94 mevery other pair puts an end of the freeboard deck deep under waterthe residual lever curve, its 20 degree range and 0.0175 m rad area need the damaged cross curves, which the booklet does not carry
Figure 8.7   Two holds flooded. The amidships pair keeps the deck clear by centimetres; the residual curve criteria are not settled from the booklet.

Qualifying for B-60 would have cut the tabular freeboard by 202 mm, which carried through the same corrections is 231 millimetres of extra draught, worth about 816 tonnes of cargo on every loaded voyage for the life of the ship. That is the gain an owner sets against the cost of the additional subdivision. To MV Ninja as her booklet describes her it would be worth nothing: her assigned freeboard of 3920 mm already exceeds her geometric minimum of 3631 mm by 289 mm, so a smaller tabular figure would not move her marks unless her structure were approved for the deeper draught.

Why Chapter 6 and Chapter 8 disagree, and why both are right

Chapter 6 found her compliant with the probabilistic requirement, her attained index above the required one. Chapter 8 finds her failing the deterministic test in three holds out of five. There is no contradiction. The probabilistic method asks what fraction of all damages, weighted by their likelihood, she survives. Regulation 27 asks whether she survives every one of a named set of damages, and a single failure refuses the reduced freeboard. She is a lawful ship with the freeboard she has; she simply may not have a smaller one.

Chapter 8 in seven lines

  • Freeboard is reserve buoyancy, measured from the deck line to the load line.
  • The tabular freeboard comes from Regulation 28 against L. At 148 m, Table A gives 1935 mm and Table B 2271 mm.
  • Four corrections follow: block coefficient, depth, superstructures and sheer. For her the depth correction alone is 913 mm.
  • Her calculated minimum summer freeboard is 3631 mm; the 3920 mm assigned is 289 mm more, the scantling draught governing.
  • Winter and tropical are the summer freeboard plus and minus one forty eighth of the summer draught, 200 mm. The fresh water allowance is displacement over four TPC, 216 mm.
  • B-60 and B-100 return 60 and 100 per cent of the difference between the tables, for surviving one compartment or two adjacent ones at a permeability of 0.95.
  • She fails the B-60 test in three of her five holds. A B-60 freeboard would be worth about 816 tonnes a voyage to a ship assigned the geometric minimum; to her, as her booklet describes her, nothing.

Test yourself

Questions

  1. Define freeboard, and state the matters that must be satisfied before a freeboard may be assigned to a ship.
  2. State the Convention definitions of length L, depth for freeboard D and block coefficient Cb, and explain how each differs from the corresponding figure used elsewhere in a stability book.
  3. Distinguish a type A ship from a type B ship, and explain by reference to a bilged amidships compartment why the type A tabular freeboard is the smaller.
  4. List the five characteristics of the standard ship on which the tabular freeboards are based, and state for each whether a departure from it increases or decreases the freeboard.
  5. A type B ship of 148 m has a depth for freeboard of 13.520 m and a block coefficient of 0.881. Calculate the correction for block coefficient and the correction for depth, and explain the reasoning behind each.
  6. Describe the standard sheer profile and the method by which a deficiency of sheer is converted into a correction to the freeboard. Explain why the forward ordinates are the larger.
  7. From a summer freeboard of 3920 mm, a summer draught of 9.600 m, a displacement of 30456 t and a TPC of 35.28, calculate the winter, tropical, fresh water and tropical fresh water freeboards.
  8. State the conditions a type B ship must satisfy to be assigned a B-60 freeboard, and the additional condition for B-100.
  9. State the damage assumptions and the condition of equilibrium required by Regulation 27, and identify which of the criteria can and cannot be settled without the damaged cross curves.
  10. A ship passes the SOLAS probabilistic requirement comfortably but fails the Regulation 27 test for a B-60 freeboard. Explain why there is no contradiction.

Looking ahead

Chapter 8 has fixed the deepest draught she may have, and every mark on her side follows from it. What none of those marks records is what the hull felt while the cargo was going in. A bulk carrier can be inside every load line she carries, upright, with a good metacentric height and a lawful trim, and be sustaining bending moments and shear forces that her class approval never contemplated, because the terminal put six thousand tonnes into one hold in forty minutes. Chapter 9 takes up the loading sequence, the BLU Code and the ship to shore checklist. Chapter 10 takes up the longitudinal strength calculation itself, and the two curves the loading instrument is really there to draw.

From how deep to how she got therewhat Chapter 9 does with the bulk carrierChapter 8 fixed the deepest draught she may havea single line on her side, and everything else follows from itChapter 9 asks how the cargo gets inloading sequences, the BLU Code, and the terminal that does not waitand what the hull feels while it happensshear force and bending moment, which no load line mark recordsa ship can be inside every mark on her side and still be breakingwhich is the subject of the next two chapters
Figure 8.8   From how deep to how she got there.