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CHAPTER 4. FREEBOARD AND INTACT STABILITY

1. Objective
2. References
3. Documentation
4. Assessment options and requirements
5. Definitions and assumptions
6. Loading conditions
7. Stability calculations
8. Reserve buoyancy, freeboard and downflooding height
9. Offset load test
10. Rolling in beam wind and wawes (weather criterion, decked craft Cat. A & B)
11. Maximum rightning moment
12. Properties of the GZ-curve (decked craft)
13. Heel due to wind action (open and partially decked craft)
14. Level flotation test

 

1. Objective

The objective of the rules in this chapter is to ensure that:

  • The craft will have sufficient reserve buoyancy with regard to its class, design category, degree of decking and loaded displacement mass, and ability to withstand limited flooding or overloading without sinking or capsizing.;
  • That the deck arrangement on craft likely to encounter breaking seas is designed to shed water overboard and for all craft that openings leading into the interior of the hull are suitably located and sufficiently protected to prevent water ingress.
  • That the stability of the craft is such that the heel angle will not prevent the safe operation of the craft, and that there is adequate reserve to capsize or downflooding during normal use of the craft in conditions of its design category, and during the special tasks that may be assigned to the craft.

NOTE! Additional requirements may be given in Chapters 34-39 for special missions

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2. References

Reference is made to the following documents:

  • ISO 12217-1:2002 Stability and buoyancy assessment and categorization

  • ISO 11812 Watertight and quickdraining cockpits

  • ISO 12216 :2002 Windows, portlights, hatches, deadlights and doors

  • ISO 6185:2001 Inflatable boats

  • ISO 15372 - Ships and marine technology - Inflatable rescue boats - Coated fabrics for inflatable chambers

  • IMO MSC 81(70)

3. Documentation and verification

To verify that the requirements presented in this chapter are met, the following documentation is required:

  • Lines drawing;
  • Geometry of weathertight decking and superstructures (fully and partially decked craft);
  • Tank plan
  • Load components included in the maximum load (the Type form);
  • Breakdown of loads in the relevant loading conditions;
  • Reports on freeboard, stability and buoyancy tests (open boats);
  • Inclining experiment report (decked craft);
  • Stability calculation, including attained values compared to relevant criteria;
  • Stability information to the Master (may be combined with stability calculation).
  • 4.4 Assessment options and requirements

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4. Assessment options and requirements

4.1. According to the design category, decking arrangement, and possible fitting of flotation material, craft will be assessed using one of the options given in Table 4.1a and 4.1b appropriate to the arrangement of the craft, following the international standard ISO 12217, and described below. The requirements shall be met in all relevant loading conditions

4.2. The options referred to in Table 4.1a and Table 4.1b are:

1. Fully decked craft, category A and B
2. Fully decked craft, category C and D

3A. Closed boats category B

3B. Closed boats category C
4. Open boats fitted with flotation tanks.
5. Partially decked boats without flotation tanks.
6. Open boats without flotation tanks.

An explanation of the different requirements can be found in the text following the table. Inflatable boats with a hull length up to and including 8 m shall be assessed using the international standard ISO 6185.

Table 4.1a. Requirements and tests vs. assessment option for decked and closed craft greater than 6 m.
 

TEST OR ASSESSMENT OPTION NUMBER (4.2) 1 2 3A

3B

  Deck Arrangement (chapter 2) Fully Decked Closed Closed
  DESIGN CATEGORY   A B C D B C
RECESSES Chapter 5. Recess type Watertight or quick draining Watertight Watertight
Recess size limitation x x     x x

FREEBOARD TO DECK EDGE

Monohulls only. 8.1.2

Minimum freeboard to deck edge,

FMIN = fraction of FBASE:sta

FBASE = 0,7× /(1000 × LWL × BWL)

1,0× FBASE

0,9× FBASE

0,75× FBASE

0,5× FBASE

 

 

RESERVE BUOYANCY

All multihull crafts, alternative method for monohulls instead of freeboard check. 8.1.1

Volume of weathertight spaces above waterline or up to downflooding opening, percentage of displacement

100

70

30

20

 

Closed space divided into at least to 5 compartments

check 14

Closed space divided into at least to 5 compartments

check 14

 

BOW VOLUME . 8.2

Forward trim restoring moment lever, hTRIM, m

1,5

1,0

0,5

0,15

1,0

0,5

DOWNFLOODING HEIGHT 8.3

hD [m] >

LH/17

min 0,5

 

LH/17

min 0,4

LH/17

min 0,35

LH/20

min 0,3

LH/17

min 0,5

LH/17

min 0,35

OFFSET LOAD TEST. 9

Max heel an O(R) =

11.5 + (24 - LH)3 / 520

Freeboard [m] 0,26×BH 0,145×BH 0,046×BH 0,10 0,145×BH 0,046×BH

MAXIMUM RIGHTING MOMENT. 11

if GZmax ³ 30O, RM30 [kNm] ³

25 

   

 

  -

 

if GZmax < 30O, RMmax [kNm] ³

50/ Gzmax

210/ Gzmax

- - 210/ Gzmax -

PROPERTIES OF GZ -CURVE. 12

Jos fGZmax ³ 30O

 

Area under GZ curve 0-30o, [mrad]  1)

0,055

0,055

- - 0,055 -

Area under GZ curve 0-40o, [mrad] 1)

0,09

0,09

- - 0,09 -

Area under GZ curve between 30-40o 1)

0,03

0,03

- - 0,03 -

GZ30 [m] ³

0,20

-

If GZmax < 30O

Area of GZ curve 0- GZmax [mrad] 1)

0,055+0,002 (30o- Gzmax)

- -

0,055+

0,002 (30o- Gzmax)

-

GZmax [m] ³

6/ GZmax

Always

GM ³ 1)

0,35

Range of positive stability v ³

90O

60O

- - 60O -

WEATHER CRITERIA. 10

Calulation wind speed vW (m/s)=

28

21

- -

21 

-

Area A2 ³ A1 than R=

25+20/

20+20/

- - 20+20/ -

HEEL DUE TO BEAM WIND. 13

if ALV > LH BH and vW (m/s) =

- -

17

13

-

17

Heel angle due to wind W<

- -

O(R) /2

O(R) /2

-

O(R) /2

LEVEL FLOTATION. 14

Flotation and stability in swamped condition - - - - Test weight 133% of max. load

Material requirements

Test weight 133% of max. load

Material requirements

 1) Applied to boats with, LH, over 15 m

Table 15. Requirements and tests vs. assessment option for open and partly decked boats greater than 6 m.
 

 

OPTION NUMBER (4.2)         

4

5

6

DESIGN CATEGORY  

C

D

C

D

C

D

DECK ARRANGEMENT. Chapter 2

Open

x

x

 

 

x

x

Partly decked

 

 

x

x

 

 

RECESSES

 

Recesses larger than LH× BH× FM/40 either quick-draining or to be filled with water to 20% of their volume.

MAXIMUM DISPLACEMENT

Loaded displacement mLDC, kg

(12∙ LH∙ BH)1,5

BOW HEIGHT. 8.4

Bow height abowe wl, [m]

1,2×hD

FREEBOARD. 
8.3

hD [m] >

0,4

0,35

0,6

0,5

0,7

0,5

hD [m] to be greater than

LH /20

LH /24

LH /12

-

LH /10

-

OFFSET LOAD TEST. 9

Max. heeling angle O <

11.5 + (24 - LH)3 / 520

Residuary freeboard [m] >

0,046×BH

0,10

0,11Ö LH

0,07Ö LH

0,11Ö LH

0,07Ö LH

HEAL DUE TO BEAM WIND. 13

If ALV> LHB BH and vW (m/s) =

17

13

17

13

17

13

Heel due to beam wind W <

O(R) /2

O(R) /2

O(R) /2

O(R) /2

O(R) /2

O(R) /2

LEVEL FLOTATION.14

Flotation and stability in swamped condition

x

x

 

 

 

 

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5. Definitions and assumptions

5.1. Mass in light craft condition

5.1.1. Mass of completed craft equipped with permanent gear but without crew, stores or cargo according to ISO 8666, with the following exceptions:

  • Anchoring and mooring equipment is included in the light craft condition mass. They are assumed to be at least (LH - 2,5)2, but not less than 15 kg
  • Liferafts are also included.

5.1.2. For boats with outboard motors, the following shall apply as appropriate:

  • a) The outboard engine(s) shall be mounted in working position. Mass of the engine(s) will be taken according to table 2a and 2b.
  • b) Where batteries are fitted they shall be mounted in the intended position. The mass allowed for outboard engine batteries shall not be less than that given in Table 2a and 2b.
     
    Table 2a. Mass of single engine installations. Table 2b. Mass of twin engine installations.

    Engine power

    (kW)

    Engine + controls (kg)

    Batteries (kg)

    0 - 1,9

    13,0

    -

    2,0 - 3,6

    23,0

    -

    3,7 - 5,8

    32,0

    -

    5,9 - 6,9

    42,0

    -

    7,0 - 13,9

    54,0

    20,4

    14,0 - 17,9

    63,0

    20,4

    18,0 - 28,9

    82,0

    20,4

    29,0 - 43,9

    121,0

    20,4

    44,0 - 54,9

    157,0

    20,4

    55,0 - 83,9

    187,0

    20,4

    84,0 - 186,0

    235,0

    20,4

    186 ja yli

    257,0

    20,4

     

    Total engine power

    (kW)

    Engine + controls (kg)

    Batteries (kg)

    28,0 - 35,9

    126,0

    40,8

    36,0 to 57,9

    164,0

    40,8

    58,0 - 87,9

    242,0

    40,8

    88,0 - 109,9

    314,0

    40,8

    110,0 - 167,9

    374,0

    40,8

    168,0 - 372,0

    470,0

    40,8

    372,0 ja yli

    514,0

    40,8

5.2. Determination of light craft weight and centre of gravity
The light craft weight and centre of gravity used shall be determined by one of the following methods. Deviations in equipment compared to the definition of light craft weight (see 4.1) shall be taken into account when calculating the light craft weight and centre of gravity for stability calculations..

5.2.1. Light craft weight

The light craft weight used shall be determined by one of the following methods:

a) Light weight survey based on a known floating position and the geometry of the hull;

b) Weighing;

c) Calculation based on a near sister ship and known changes not exceeding 10% of the light weight of the original vessel.

5.2.2. Vertical centre of gravity

The vertical position of the centre of gravity (VCG) shall be determined using one of the following methods, depending on the case:

a) An inclination experiment according to ASTM F-1321-90 or other appropriate standard;

b) Calculation based on the masses and centres of gravity of individual components, raised by an addition of 5% of (FM + TC);

c) Calculation based on a near sister ship and known changes not exceeding 10% of the light weight of the original vessel.

Method a) shall not be used for craft with a metacentric height in light weight condition greater than 5.0 m.
Method c) shall not be used for crafts with a metacentric height of less than 1.5 m.

5.2.3. Longitudinal centre of gravity

The longitudinal position of the centre of gravity (LCG) can be found using any of the following methods:

a) Light weight survey based on a known floating position and the geometry of the hull.;

b) Calculation based on a near sister ship and known changes not exceeding 10% of the light weight of the original vessel.

c) Calculation based on the masses and centres of gravity of individual components.

5.3. Maximum total load
The maximum load, mMTL, is the load the craft is designed to carry in addition to the light craft condition comprising:

a) the number of persons (CL) 85 kg each;

b) personal gear, 25 kg/person;

c) dry stores and provisions;

d) cargo;

e) consumable liquids (fresh water, fuel) in permanently installed or portable tanks filled to the maximum capacity;

f) content of waste and graywater tanks;

g) water ballast, if carried;

h) liferaft(s) or dinghy(ies) when intended to be carried;

i) other equipment not included in the light craft mass.

This definition corresponds with ISO 14946, except for the anchoring and mooring equipment and liferafts, see 4.4.1.

Mass, area and cg of persons shall be taken according to olla Chapter 1, 12.

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6. Loading conditions

6.1. Decked boats (assessment option 1 and 2)
The stability of decked boats shall be assessed at least in the following loading conditions:

- Minimum operating condition
- Fully loaded condition, departure (100% stores).
- Fully loaded condition, arrival (10% stores).
- Offset load condition

When relevant, other loading conditions shall be assessed as well. If relevant, the effect of icing shall be investigated according to 6.6.

6.2. Open and partially decked boats (assessment options 3, 4 and 5)
Open and partially decked boats are normally to be assessed only in the Fully loaded departure condition. and Offset load condition When relevant, other loading conditions shall be assessed as well.

6.3. Minimum operating condition
Craft equipped as for the light craft condition with the following added as appropriate:

a) mass to represent the crew, positioned at the highest main control position of:

- 75 kg where LH £ 8 m;
- 150 kg where 8 m < LH £ 16 m;
- 225 kg where 16 m < LH £ 24 m;

b) non-consumable stores and equipment normally carried on the craft;

c) fuel tanks filled to 10% of their maximum capacity.

6.4. Fully loaded condition, departure (= Loaded displacement condition ISO 12217)

Craft in the light craft condition with the maximum total load added so as to produce the design trim, the vertical distribution of crew mass being that used for the offset load test and described in 9. Cargo as described in chapter 34.

6.5. Fully Loaded condition, arrival
As the departure condition, but only 10% of maximum capacity of consumable stores on board. Free surface effects have to be considered.

6.6. Offset load condition
As Fully loaded condition, departure, all persons and possible cargo on deck are placed on one side of boat as described in 10.

6.7. Icing
When icing on hull and superstructures is taken into account, the weight and distribution of the ice shall be assumed as follows (always when boat has notation "Ice strenghtened" as described in chapter 40):

  • 30 kg/m2 on exposed decks and structures upon exposed decks;
  • 7,5 kg/m2 on both sides of the projected profile above the waterline of the craft;
  • Icing of miscellaneous surfaces other than those already mentioned, the amount of ice on the projected profile (both sides) shall be increased by 5%.

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7. Stability calculations

7.1. Light weight
The light weight used in the calculations shall be determined according to 5

7.2. Form stability
In defining the weathertight hull for calculation, all recesses, superstructures and underwater appendages affecting the buoyancy at the range of heel angles in question shall be correctly represented. Only structures that are sufficiently watertight (according to Chapter 3) and strong (according to Chapter 10, 14 or 18, depending on the construction material) may be included. Righting lever curves shall normally be calculated with recesses modelled, assuming that at each heel angle such recesses flood up to the exterior water level. However, up to the angle of heel at which recesses would otherwise fill (e.g., coaming submergence), righting moments may alternatively be calculated ignoring flooding of recesses through either:

  • piped drains having a length of 0.5 m or more, or;
  • drainage ports equipped with non-return flaps.

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8. Reserve buoyancy, freeboard and downflooding height.

8.1. Reserve buoyancy, freeboard and downflooding height (normally only for closed or fully decked crafts)

8.1.1. The objective of this requirement is to ensure that the craft, in addition to the buoyancy needed to support the craft in the loaded displacement condition, has a sufficient weathertight volume above the waterline to withstand a certain degree of overload, such as bilge water, icing, etc. Requirements in Table 1 are for fully decked crafts with limited unsinkability. If the craft fulfils requirements in chapter 6, 7 (one compartment unsinkability), reserve buoyancy and deck height requirements is a half of the value in Table 1.

8.1.2 This additional volume, the reserve buoyancy,R, is defined for fully decked crafts as the volume corresponding to the additional weight that can be loaded onto the craft, already being in the loaded displacement condition, without any of the following occurring:

  • Any opening with a tightness degree of 2 or higher submerges;
  • The change in trim relative to that in the loaded displacement condition is greater than 10o;
  • The heel exceeds 15o.

The position of the additional load is assumed to be:

  • At the longitudinal centre of flotation in the loaded displacement condition;
  • At the height of the waterline in the loaded displacement condition;
  • At the center line.

The principle is illustrated in Figure 1.

figure 1

Figure 1. Principle of determining reserve displacement.

Reserve buoyancy for RIBs is defined according to standard ISO 6185.

8.1.3. For a monohull craft, the requirement of 8.1.1 considered fulfilled if the freeboard to the edge of the deck at its lowest point, FMIN, is at least as given in Table 4.1a, assuming a continuous flat deck from side to side. Alternatively, and always if the application of the freeboard requirement is inappropriate due to stepped and/or recessed decks, the assessment shall be made on the basis of the real volume as described above in 8.1.2.

8.1.4. For a multihull crafts, determination of reserve buoyancy shall be always based on real volume, as described in 8.1.2

8.1.5 In closed craft, the watertight volume shall be divided into at least five compartments. The craft shall remain floating heeling no more than 45 degrees and have positive stability when any one of the compartments is breached.

8.2. Buoyancy in the bow (only fully decked craft).

8.2.1. To prevent the bow of the craft from submerging in a seaway, the bow of the craft shall be designed with sufficient volume with respect to the intended design category.

8.2.2. This is considered fulfilled when the forward trim restoring moment lever, hTRIM, at loaded displacement condition, determined at the trim when the freeboard to the weather deck at the bow submerges, is at least as given in Table 4.1. In design category C and D gunwhale may be taken as measuring point for hTRIM if it is considered as weathertight.

The trim restoring moment may be determined by accurate hydrostatic calculations or approximately by the following form:

hTRIM = 0,57∙g∙LWL2∙BWL∙FF/        m

Where:

hTRIM = trim restoring moment lever at the trim when the deck forward submerges, m

FF = freeboard to the deck edge at the bow in fully loaded condition, m

= The maximum load, mMTL, in tonnes

8.3. Downflooding height (all craft).

The downflooding height requirement is to ensure that openings that cannot be shut and lead into the weathertight parts of the craft are located sufficiently high with respect to the design category and location of the openings to prevent flooding of the interior of the craft. For open craft, the downflooding height is also assumed to correlate to the reserve displacement above the waterline in loaded displacement condition. Where this is not the case, the actual reserve displacement shall be assessed according to the same principle as for a fully decked craft, see 8.1. Note! Additional requirements for the design and position of openings are given in Chapter 3.

The downflooding height, hD, is the least height above the waterline to any downflooding opening, apart from those excluded, see chapter 3, when the craft is upright in calm water and at loaded displacement mass and design trim.

A downflooding opening is any opening (including the edge of a recess) that may admit water into the interior or bilge of a craft, apart from those that can be adequately closed watertight or weathertight, depending on position. More detailed requirements are found in chapter 3. Typical examples are shown in Figure 4.2.

figure 2

Figure 4.2. Typical downflooding openings and exceptions. Marking YES or NO indicates if the opening is regarded as a downflooding opening or not.

8.3.1. Requirements
The required downflooding height, hD, is given in table 4.1a for decked crafts and in table 4.1b for open and partially covered craft.

8.4. Bow height (only open and partially covered craft)

For open and partially decked craft, the required downflooding height within LH /3 of the bow shall be increased, as shown in Figure 4.3 The bow height, FBOW, shall be at least as given in table 4.1b.

For craft of design category A and B the bow height shall be measured to the uppermost watertight deck, in categories C and D also the watertight topsides of the craft may be included.

figure 3

Figure 4.3. Bow height.  

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9. Offset load test

9.1. General

This test is to demonstrate sufficient stability for the craft at loaded displacement mass against offset loading by the crew and/or shifting of cargo. The test follows the method described in the international standard ISO 12217-1.

9.2. Definition and application

The offset load heel angle, O,is the heel angle resulting when persons and/or cargo onboard are moved transversally to one side of the craft. The offset load heel angle shall be determined for all types of craft and shall not exceed the requirement given in table 4.1a and 4.1b. For craft using option 4 or 5 (partly decked or open), the residuary freeboard (the least height from the waterline to the point at which water could first begin to enter the interior of the craft) shall be determined as well. The offset load heel angle O, and residual freeboard may be determined either by means of a physical test or calculation.

9.3. Loading condition for offset load test

The offset load heeling and residuary freeboard are measured with same load as "Fully loaded conditon, arrival," see 6.5. Following exceptions to location of deck cargo and persons are made:

Persons, or equivalent weights, are placed as close to the outer limits of the Crew Area (definition see 9.4) as follows;

  • The persons closest to the limits of the crew area have their centre of mass 0.20 m from the limit;
  • The persons are located at a 0.50 m distance from each other;
  • On decks less than 0.4 m wide, the weight is to be placed in the middle of that part of the deck;
  • For calculation purposes the vertical centre of gravity is to be taken as 0,1 m above the deck or seating in question;
  • The persons are placed in such a manner, that the smallest downflooding angle or greatest heel angle is resulting, taken into account the general arrangement of the craft (upper decks etc.)
  • If the craft is intended for carrying cargo, MCARGO, on the deck, the possible shifting of the cargo shall be taken into account as described in chapter 34, 3.3.

Complete description of offset load test procedures can be found from ISO ISO 12217-1.

9.4 Crew area

The crew area AC is the area available to the persons on board. It shall be taken as the area where people may stand, sit, walk or lie, and where any of the following activities may take place:

  • craft manoeuvring and steering;
  • access to outside or inside accommodation;
  • cargo handling;
  • other activities imposed by the craft's class.

The area occupied by the cargo shall not be included in AC.

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10. Rolling in beam wind and waves (weather criterion, decked craft Cat. A and B).

10.1. The purpose of this criterion is to ensure that the righting energy from an assumed steady heel angle caused by beam wind to the downflooding angle, the vanishing angle or 50 degree, whichever is less, is equal to or greater than the heeling energy caused by beam waves simulated by an assumed roll angle.

The wind heeling moment, MW, is assumed to be constant at all angles of heel and shall be calculated as follows:

MW = 0,3 ALV (ALV /LWL + TMvW2 (Nm)

Where

TM is the draught at the mid-point of the waterline length, expressed in metres, m;

vW 28 m/s in design category A, and 21 m/s for design category B;

ALV windage area, m2, shall not be taken as less than 0,55 × LH × BH.

The assumed roll angle R shall be calculated as follows:

R= (25 + 20/ )for design category A, and (20 + 20/) for design category B

The righting moment curve and the wind heeling moment shall be plotted on the same graph, as shown in figure 3. Area A2 shall be greater than area A1, where A1 and A2 are the areas indicated in figure 4.4.

figure 4

Figure 4.4. Rolling in beam wind and waves.

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11. Maximum righting moment (decked craft)

11.1. To screen out too small boats from design categories A and B, requirements are given for the maximum righting moment. The required minimum value of the maximum righting moment, which is given in table 1, is dependent on the design category and the heel angle at which the maximum GZ occurs.

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12. Properties of the GZ-curve (decked craft)

12.1 The GZ-curve shall be determined for all relevant loading conditions (see 5), following the principles in 4.

If the heel angle at which the maximum GZ, GZmax, occurs is equal to or greater than 30°, the requirements for the area under the GZ-curve are given for 0 - 30°, 0 - 40° and 30 - 40°. The requirements for GZ at 30° heel are also given.0-30o, 0-40o

If the heel angle at which the maximum GZ, GZmax, occurs is less than 30°, the requirements are given for the area under the GZ-curve up to the heel angle of greatest GZmax.

Also, a requirement for the maximum GZ is to be met instead of GZ30

Regardless of the angle of maximum GZ, the requirements for GM and vanishing angle shall be met.

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13. Heel due to wind action (open and partially decked craft)

13.1. This criterion is to ensure that the righting moment is sufficient to withstand the heeling moment of a strong beam wind. Where the projected windage area ALV < LH × BH, this requirement is omitted. Other craft shall be assessed as follows:

The wind heeling moment MW shall be calculated as in 10 but using vW = 17 m/s for design category C, and 13 m/s for design category D

The heel angle due to the wind heeling moment W shall be determined either by comparing the heeling moment with the curve of righting moments for the loading condition in question, or from the formula:

W = (MW / MC ) · f O

Where

MC is the maximum offset load moment, expressed in Nm, due to the crew offset position as in 9; 

O is the offset load heel angle observed due to MC

The angle W shall be less than half the maximum allowed offset heel angle according to table 1 and paragraph 9.

14. Level flotation test

14.1. General

14.1.1. Level flotation means that the craft remains floating approximately level after having been swamped and possesses a minimum of stability. The level floatation test is to be carried out in accordance with ISO 12217 with the exception of RIB-boats under 8 m hull length, which shall be assessed according to ISO 6185. Level flotation test is made to crafts assessed with option number 4 , 3a and 3b.

14.2. Flotation chambers and requirements

14.2.1. Needed volume for flotation chambers can consist of air tanks, rib collars or pontoon foam.

14.2.2. Air tanks

Air tank is watertight and airtight space, which is restricted by walls of GRP, metal or similar stiff material. Tank must be equipped with mean of removing condensed water from tank. Air tank will be tested with 5 kPa initial overpressure. During one minute, acceptable loss of pressure is 1 kPa.

14.2.3. Pontoons

Pontoon is air tank made of thin, typically fabric reinforced polymer sheet. Pontoon is filled with overpressured air to keep its shape. Material of pontoon has to meet requirements in ISO 15372 "Ships and marine technology - Inflatable rescue boats - Coated fabrics for inflatable chambers." Pontoons are tested according to ISO 6185.

Following tests are required:

  • Heat test
  • Overpressure test
  • Tightness test

14.2.4. Pontoon foam

Pontoon foam consist of cellular foam. It needs to be in-built to structure or be coated with proper material to provide mechanical protection. Pontoon foam material has to fill requirements in IMO MSC 81(70).

14.3. Arrangement

14.3.1. Air tanks and pontoons has to be divided into several compartments if their portion of total required volume for flotation chambers is significant. Depending of the volume of air filled tanks and pontoons they have to be divided to separate compartments according to table 4.3.

Table 4.3
Proportion of air filled pontoons from needed flotation chamber volume Number of compartments, at least
≤20% 1
≤40% 2
≤60% 3
≤80% 4
>80% 5

14.3.2. Volume of air filled tank can differ 30% from mean value of tanks. Volume of pontoon compartment can differ 20% from mean value of pontoons.

14.4. Level flotation

14.4.1. Level flotation test is made according to ISO 12217 with following alteration: Option number 3a and 3b (closed crafts) shall use additional weights according to table 4.1a.

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