Compute CM from midship area, from CB & CP, or from midship ordinates using Simpson’s rule.
CM = —
CM = —
AM (from ordinates) = — m²
CM = —
The midship coefficient describes the fullness of a ship's immersed transverse section at midship. It compares the actual underwater sectional area with a rectangle having the same beam and draft at that section.
A section with a flat bottom and nearly vertical sides fills most of the reference rectangle and therefore has a high CM. A rounded, V-shaped or strongly deadrised section occupies less of the rectangle and gives a lower value.
CM describes one transverse section. It does not describe how volume is distributed over the full length of the vessel, and it should not be treated as a complete measure of hull fullness.
The midship coefficient is calculated from the immersed midship section area:
CM = AM ÷ (BM × TM)
| Symbol | Meaning | Usual unit |
|---|---|---|
| CM | Midship section coefficient | Dimensionless |
| AM | Immersed transverse sectional area at midship | m2 |
| BM | Beam used at the midship section | m |
| TM | Draft at the midship section | m |
The numerator and denominator are both areas, so CM has no unit. In the calculator, the beam and draft fields correspond to BM and TM.
The area, beam and draft must refer to the same section and loading condition. An area measured at one draft cannot be combined with a draft from another condition.
Consider a vessel with the following immersed midship particulars:
BM × TM = 28.0 × 10.0 = 280.0 m2
CM = 263.2 ÷ 280.0 = 0.940
The immersed midship section occupies 94.0% of its beam-and-draft reference rectangle.
The calculator provides three ways to determine CM. The suitable method depends on the information available.
Use the direct method when the immersed midship section area is available from a body plan, hydrostatic model, sectional offsets or another reliable source. This method applies the defining equation directly.
When the block coefficient and prismatic coefficient use compatible dimensional definitions, the hull coefficients are related by:
CB = CP × CM
CM = CB ÷ CP
For example, if CB = 0.752 and CP = 0.800:
CM = 0.752 ÷ 0.800 = 0.940
This gives the same result as the direct worked example. The comparison is valid because the coefficients have been selected using compatible area, length, beam and draft definitions.
Definition check: some references define the prismatic coefficient using the vessel's maximum transverse section rather than the section exactly at midship. The relationship CB = CP × CM is exact only when the area and dimensional references are consistent, or when the maximum section and midship section are the same.
When AM is not already known, it can be calculated from half-breadths measured at equally spaced vertical levels between the keel and waterline.
For equally spaced levels, Simpson's one-third rule estimates the area under the half-section. The result is multiplied by two to obtain the full symmetric transverse area:
AM ≈ 2h ÷ 3 × [y0 + yn + 4(y1 + y3 + ... + yn−1) + 2(y2 + y4 + ... + yn−2)]
In this expression, h is the vertical spacing and y0 to yn are half-breadths measured from the centreline to one side of the section.
Simpson's one-third rule requires an even number of intervals, which means an odd number of vertical levels. The ordinates must be entered from keel to waterline in the order requested by the calculator.
The midship section is the transverse section at the defined midship location. The maximum transverse section is the section having the greatest immersed area. They are often the same on conventional merchant ships, but this should not be assumed for every hull.
Hulls with unusual volume distribution, significant local shaping or a maximum section located away from midship may require separate treatment. In such cases, the maximum sectional-area coefficient and the midship coefficient are different quantities.
The direct mode on this page calculates the coefficient for the midship area entered by the user. The input area should therefore represent the intended midship section rather than an unrelated maximum section.
The direct calculator includes simplified shape estimates for cases where AM is not available. These models are useful for preliminary checks, but they do not reproduce the details of a real body plan.
A rectangle with rounded bilges represents a full section with vertical sides and curved lower corners. An elliptic approximation represents a more rounded section. The result can be useful during early dimensioning, but it should be replaced with an area derived from actual offsets or hull geometry when those data become available.
Do not treat a shape estimate as approved hydrostatic data. Bilge radius, deadrise, flare, rise of floor, chine geometry and local sectional details can materially change the true immersed area.
A value close to 1.00 indicates that the immersed section is close to a rectangle over the stated beam and draft. Lower values indicate that more area has been removed by bottom rise, deadrise, bilge curvature, side flare or another departure from a rectangular section.
The ranges below are broad comparison values. They are not acceptance limits and should not replace vessel-specific geometry.
| Section or vessel form | Indicative CM | General interpretation |
|---|---|---|
| Semi-elliptic reference section | Approximately 0.785 | Strongly rounded idealised section |
| Fine or rounded displacement section | Approximately 0.80–0.90 | Noticeable curvature, deadrise or bottom rise |
| Moderately full merchant-ship section | Approximately 0.90–0.97 | Fuller bottom and sides with rounded bilges |
| Very full tanker, bulk-carrier or barge-type section | Approximately 0.95–1.00 | Section approaching a rectangular form |
The ranges overlap because vessel type alone does not determine the coefficient. Draft, bilge form, section location, structural arrangement and design priorities also affect the result.
CM is associated with a particular immersed section. As draft changes, both AM and the reference rectangle BM × TM change. They do not necessarily change in the same proportion.
A coefficient calculated at the design draft should not automatically be applied to a ballast or partial-load condition. The current waterline may intersect a different part of the bilge or side shape, producing a different area ratio.
CM is useful when describing sectional fullness, checking preliminary dimensions and connecting block and prismatic coefficients. It is also used in several empirical hull-resistance and wetted-surface formulations.
It does not define the complete midship geometry. Two sections can have the same area and the same CM while having different bilge radii, deadrise, chine arrangements or side flare.
CM alone cannot determine:
With a consistent midship area, beam and draft, CM should be greater than 0 and no greater than 1. A result above 1 normally indicates incorrect units, mismatched dimensions or an area that does not belong to the stated reference rectangle.
The terminology and formula used on this page follow standard naval architecture references:
NauticalSolver calculators are intended for preliminary engineering, study and independent checking. Use approved hydrostatic particulars, vessel drawings and vessel-specific calculation software for operational, contractual or statutory work.