The Holtrop–Mennen Resistance Method

A regression-based approach to total ship resistance — components, formulas, applicability ranges, and practical guidance.

Before a ship enters a model test basin, and long before sea trials, designers need a number: how much power will this vessel need to achieve its service speed? The answer comes from resistance prediction, and for the majority of conventional displacement ships, the Holtrop–Mennen method is where that prediction begins.

The method was developed by J. Holtrop and G.G.J. Mennen at the Maritime Research Institute Netherlands (MARIN) and published in two landmark papers — first in 1978, revised and extended in 1982, and further refined in 1984. It is a statistical regression method, calibrated against an extensive database of model test results for a broad range of ship types. The result is a set of formulas that express each component of resistance as a function of hull geometry, speed, and waterline dimensions.

This article walks through the method in full: its theoretical basis, each resistance component, the empirical coefficients, the limits of applicability, and the practical judgment needed to use results responsibly.


Background and Development

Understanding where a method comes from matters as much as knowing how to apply it. The Holtrop–Mennen formulas are not derived from first principles — they are curve-fits to measured data, and their accuracy depends on how well a new vessel resembles the ships in the original dataset.

Holtrop and Mennen first presented their regression approach in the paper "An Approximate Power Prediction Method" (International Shipbuilding Progress, 1982). The database behind it included model tests for tankers, bulk carriers, general cargo ships, container vessels, frigates, and ferries — a wide but not exhaustive set of conventional hull forms. The 1984 update (also in ISP) introduced corrections for the bulbous bow and transom resistance terms, and refined several regression coefficients.

The method expresses total resistance as a sum of physically distinct components, each handled by separate sub-formulas. This structure makes it both transparent and flexible: components that are irrelevant (no bulbous bow, no submerged transom) can be set to zero without corrupting the rest of the calculation.

Primary references:
Holtrop, J. & Mennen, G.G.J. (1982). "An Approximate Power Prediction Method." International Shipbuilding Progress, 29 (335), 166–170.
Holtrop, J. (1984). "A Statistical Re-Analysis of Resistance and Propulsion Data." International Shipbuilding Progress, 31 (363), 272–276.

Total Resistance — The Sum of Components

The Holtrop–Mennen method expresses total bare-hull resistance as the sum of several physically distinct components:

Total Resistance
RT = RF(1 + k₁) + RAPP + RW + RB + RTR + RA
where:
RF = frictional resistance (ITTC-1957 line) (1 + k₁) = form factor accounting for viscous pressure resistance RAPP = appendage resistance RW = wave-making resistance RB = additional pressure resistance due to bulbous bow near waterline RTR = additional pressure resistance due to submerged transom stern RA = model–ship correlation (roughness) allowance

Each term is computed independently using its own sub-formula, all as functions of hull geometry and speed. The following sections treat each component in turn.


Frictional Resistance — RF

Skin friction accounts for the largest share of total resistance in slow, full-form vessels and remains significant even in faster ships. The Holtrop–Mennen method uses the ITTC-1957 model-ship correlation line as its friction baseline.

ITTC-1957 Friction Line
CF = 0.075 / (log₁₀(Rn) − 2)²
where:
Rn = Reynolds number = V · LWL / ν V = ship speed (m/s) LWL = waterline length (m) ν = kinematic viscosity of water (≈ 1.139 × 10⁻⁶ m²/s at 15°C)
Frictional Resistance Force
RF = CF · ½ρV² · S
where:
ρ = water density (1025 kg/m³ for seawater) S = wetted surface area of the hull (m²)

Wetted Surface Area

The wetted surface area S is central to the frictional resistance calculation. Where an exact value is not available from lines plans, Holtrop and Mennen offer the following regression formula:

Wetted Surface Area (Holtrop–Mennen approximation)
S = L(2T + B) · CM^0.5 · (0.453 + 0.4425CB − 0.2862CM − 0.003467(B/T) + 0.3696CWP) + 2.38ABT / CB
where:
L = waterline length (m) T = design draft (m) B = moulded beam (m) CM = midship section coefficient CB = block coefficient CWP = waterplane area coefficient ABT = transverse area of bulbous bow (m²); zero if no bulb present
Practical note: For early-stage estimates when a lines plan is not yet available, the Denny formula S ≈ 1.025 · (1.7 · L · T + ∇ / T) provides a quick cross-check, where ∇ is displaced volume in m³.

Form Factor — (1 + k₁)

Skin friction as computed by the ITTC-1957 line assumes a flat plate. Real ship hulls have curved surfaces and three-dimensional flow, which increase the viscous resistance above the flat-plate value. The form factor (1 + k₁) accounts for this.

Holtrop and Mennen derive k₁ from a regression on hull geometry:

Form Factor (1 + k₁)
1 + k₁ = c₁₃ · [0.93 + c₁₂(B/LR)^0.92497 · (0.95 − CP)^{-0.521448} · (1 − CP + 0.0225 · lcb)^{0.6906}]
where:
c₁₂ = (T/L)^0.2228446 if T/L ≥ 0.05; c₁₂ = 48.20(T/L − 0.02)^2.078 + 0.479948 if T/L < 0.05 c₁₃ = 1 + 0.003 · Cstern (stern shape coefficient) CP = prismatic coefficient lcb = longitudinal centre of buoyancy as % of L from midships, positive forward LR = length of run = L(1 − CP + (0.06 · CP · lcb) / (4CP − 1))

Stern Shape Coefficient (Cstern)

Stern TypeCstern
Pram with gondola−25
V-shaped sections−10
Normal sections (most ships)0
U-shaped sections with Hogner stern10

For most conventional merchant ships, Cstern = 0, and (1 + k₁) typically falls between 1.10 and 1.25. Fuller hull forms (higher CB) tend toward larger form factors; fine, slender hulls toward smaller ones.

Determination from model test: In practice, k₁ should ideally be determined from the low-speed resistance extrapolation in a towing tank test (the Prohaska method), where the wave-making component becomes negligible. The Holtrop–Mennen regression is an estimate for use when no model data exists.

Appendage Resistance — RAPP

Rudders, bilge keels, shaft brackets, bossings, stabiliser fins, and thrusters all generate additional resistance. These are grouped as appendage resistance.

Appendage Resistance
RAPP = ½ρV² · SAPP · (1 + k₂) · CF
where:
SAPP = total wetted area of appendages (m²) (1 + k₂) = appendage resistance factor (see table) CF = frictional coefficient from ITTC-1957 line

When multiple appendages are present, an equivalent factor is used:

Equivalent Appendage Factor
(1 + k₂)equiv = Σ[(1 + k₂)i · SAPP,i] / Σ SAPP,i
Appendage Type(1 + k₂)
Rudder behind skeg (twin-screw)1.5 – 2.0
Rudder behind stern (single-screw)1.3 – 1.5
Twin-screw balance rudders2.8
Shaft brackets3.0
Skeg1.5 – 2.0
Strut bossings3.0
Hull bossings2.0
Shafts2.0 – 4.0
Stabiliser fins2.8
Dome2.7
Bilge keels1.4

Appendage resistance is often underestimated at the preliminary design stage. On a twin-screw vessel with exposed shafts and large rudders, the appendage contribution can reach 15–20% of total bare-hull resistance.


Wave-Making Resistance — RW

Wave-making resistance is the dominant concern at higher Froude numbers. It rises steeply with speed and depends strongly on hull form — particularly prismatic coefficient and the position of the longitudinal centre of buoyancy.

The Holtrop–Mennen wave resistance expression is the most complex part of the method. It takes the general form:

Wave-Making Resistance
RW = c₁ · c₂ · c₅ · ∇ · ρ · g · exp(m₁ · Fn^d + m₂ · cos(λ / Fn²))
where g = 9.81 m/s², ∇ = displaced volume (m³), and the coefficients c₁, c₂, c₅, m₁, m₂, d, λ are each functions of hull geometry (see below).

Wave Resistance Coefficients

Coefficient c₁
c₁ = 2223105 · c₇^3.78613 · (T/B)^1.07961 · (90 − iE)^{-1.37565}
c₇ = B/L if B/L < 0.11; c₇ = B/L in specified ranges (see 1984 paper)
iE = half-angle of entrance of waterline at bow (degrees)
iE = 1 + 89 · exp[−(L/B)^0.80856 · (1 − CWP)^0.30484 · (1 − CP − 0.0225lcb)^0.6367 · (LR/B)^0.34574 · (100∇/L³)^0.16302]
Coefficient c₂ (bulbous bow effect)
c₂ = exp(−1.89 · √c₃)
c₃ = 0.56 · ABT^1.5 / [B · T · (0.31√ABT + TF − hB)]
ABT = transverse area of bulbous bow (m²) TF = forward draft (m) hB = height of centroid of ABT above keel (m) If no bulbous bow: ABT = 0, c₂ = 1.0
Coefficient c₅ (transom effect)
c₅ = 1 − 0.8 · AT / (B · T · CM)
AT = immersed area of transom at rest (m²)
For a fine-entry stern with no immersed transom: AT = 0, c₅ = 1.0
Speed-dependent exponents m₁, m₂ and λ
m₁ = 0.0140407 · L/T − 1.75254 · ∇^(1/3)/L − 4.79323 · B/L − c₁₆
c₁₆ = 8.07981·CP − 13.8673·CP² + 6.984388·CP³ if CP < 0.8
c₁₆ = 1.73014 − 0.7067·CP if CP ≥ 0.8
m₂ = c₁₅ · CP² · exp(−0.1 · Fn^{−2})
c₁₅ = −1.69385 if L³/∇ < 512
c₁₅ = −1.69385 + (L/∇^(1/3) − 8.0)/2.36 if 512 ≤ L³/∇ ≤ 1727
c₁₅ = 0 if L³/∇ > 1727
λ = 1.446·CP − 0.03·L/B if L/B < 12 λ = 1.446·CP − 0.36 if L/B ≥ 12
d = −0.9 (fixed exponent)

The exponential structure of the wave resistance formula means that errors in CP or lcb propagate non-linearly into RW. Small changes in prismatic coefficient or the position of the centre of buoyancy can meaningfully shift the prediction — particularly in the Fn = 0.20–0.30 range where wave-making begins to dominate.

Optimal CP: Wave-making resistance is minimised at a CP that is approximately a function of Froude number. A well-known design guideline is CP ≈ 0.23 + 0.68·Fn (Wärtsilä reference). Hulls significantly above this value carry excess volume in the shoulders, generating stronger bow waves. Hulls below it waste capacity without proportional speed benefit.

Additional Resistance due to Bulbous Bow — RB

Even when a bulbous bow reduces wave-making resistance at design speed, it can generate additional resistance when it emerges from the water or operates far from its design Froude number. This additional pressure resistance is computed separately.

Bulbous Bow Pressure Resistance
RB = 0.11 · exp(−3 · PB^{−2}) · Fni³ · ABT^1.5 · ρg / (1 + Fni²)
PB = 0.56 · √ABT / (TF − 1.5 · hB) (emergence parameter)
Fni = V / √(g · (TF − hB − 0.25·√ABT)) + 0.15·V² (Froude number based on bulb immersion)
This term vanishes (set to zero) when no bulbous bow is fitted.

The emergence parameter PB increases as the bulb rises closer to the waterline. When PB falls below approximately 0.25, RB becomes negligible. The formula captures the fact that a partly-emerged bulb generates spray and pressure forces that add resistance rather than reducing it — a common condition in ballast passages.


Transom Stern Pressure Resistance — RTR

At low speeds, an immersed transom creates a hollow behind the vessel and generates a drag-inducing low-pressure zone. As speed increases, the transom eventually "clears" (the water detaches cleanly) and this resistance diminishes.

Transom Resistance
RTR = ½ρV² · AT · c₆
c₆ = 0.2(1 − 0.2·FnT) for FnT < 5
c₆ = 0 for FnT ≥ 5

FnT = V / √(2g · AT / (B + B·CWP)) (Froude number at transom)

For vessels with a dry transom at service speed (FnT ≥ 5), this term is zero and the immersed transom area actually reduces wave resistance through the c₅ coefficient in RW. For slower vessels with a wetted transom — common in tugs, ferries, and research vessels — RTR can be a non-trivial component.


Model–Ship Correlation Allowance — RA

The model–ship correlation allowance accounts for the roughness of a full-scale hull surface compared to the smooth model tested in the towing tank. It also incorporates any residual systematic difference between model prediction and ship performance.

Correlation Allowance
RA = ½ρV² · S · CA
CA = 0.006 · (L + 100)^{−0.16} − 0.00205
+ 0.003 · √(L/7.5) · CB⁴ · c₂ · (0.04 − c₄)

c₄ = TF/L if TF/L ≤ 0.04
c₄ = 0.04 if TF/L > 0.04

CA is positive and adds resistance. It is typically in the range 0.0003–0.0008 for large ships in new-paint condition. The Holtrop formula for CA includes a length dependency that reflects how surface roughness effects scale with ship size.

Hull roughness standard: The Holtrop–Mennen correlation allowance assumes a standard average hull roughness of ks ≈ 150 μm (microns), representative of a new vessel in typical paint condition. For fouled or older hulls, CA must be increased accordingly. The ITTC recommends increasing CA by approximately 10% per 25 μm increase in hull roughness.

Range of Applicability

Because the Holtrop–Mennen method is a regression fit, it is only reliable within the parameter ranges covered by the underlying model test database. Applying it outside these bounds does not necessarily cause an error message — but the result will be increasingly unreliable.

Parameter Valid Range Notes
Froude number (Fn)0.10 – 0.45Transition range 0.40–0.45 can be imprecise; planing craft not covered
Block coefficient (CB)0.55 – 0.85Below 0.55: fine warship forms, accuracy degrades
Prismatic coefficient (CP)0.55 – 0.85Consistent with CB range
Length–beam ratio (L/B)3.9 – 9.5Extreme slenderness not well represented
Beam–draft ratio (B/T)2.1 – 4.0Very shallow hulls need care
Length of run (LR/L)0.50 – 0.75Related to stern form quality
Half angle of entrance (iE)1° – 90°Extreme values (very fine or blunt bows) reduce accuracy

The method is well suited to tankers, bulk carriers, general cargo ships, container vessels, and similar conventional forms. It is less reliable for:

  • High-speed craft (Fn > 0.45), semi-planing, or planing hulls
  • Catamarans and multi-hulls (wave interference not modelled)
  • Unusual hull forms (SWATH, submersibles, pontoon barges)
  • Very small vessels (L < 20 m), where scale effects diverge
  • Sailing yachts (appendage-dominated resistance, different form)

Worked Example — Handymax Bulk Carrier

Vessel Input Parameters
LWL (waterline length)182.0 m
B (moulded beam)30.4 m
T (design draft)10.8 m
∇ (displaced volume)47,500 m³
CB (block coefficient)0.800
CP (prismatic coefficient)0.818
CM (midship coefficient)0.977
CWP (waterplane coefficient)0.872
lcb (% L from midships, fwd +)−1.25%
Service speed V14.5 knots (7.46 m/s)
Froude number Fn0.176
ABT (bulb transverse area)28.0 m²
hB (bulb centroid height)4.2 m
AT (transom area, immersed)0.0 m² (dry transom)
Stern typeNormal (Cstern = 0)
AppendagesSingle rudder, one shaft (estimated SAPP ≈ 45 m²)
Step 1 — Wetted Surface Area
Using the Holtrop–Mennen approximation:

S ≈ 182 · (2·10.8 + 30.4) · 0.977^0.5 · [0.453 + 0.4425·0.800 − 0.2862·0.977 − 0.003467·(30.4/10.8) + 0.3696·0.872] + 2.38·28.0/0.800

S ≈ 8,410 m²
Step 2 — Reynolds Number and CF
Rn = 7.46 × 182 / (1.139 × 10⁻⁶) = 1.193 × 10⁹

CF = 0.075 / (log₁₀(1.193 × 10⁹) − 2)² = 0.075 / (9.077 − 2)² = 0.075 / 50.09 ≈ 0.001497
Step 3 — Frictional Resistance RF
RF = 0.001497 × ½ × 1025 × 7.46² × 8410
RF ≈ 359 kN
Step 4 — Form Factor (1 + k₁)
For this hull, the regression yields approximately (1 + k₁) ≈ 1.190

Viscous resistance RV = 1.190 × 359 = 427 kN
Step 5 — Wave Resistance RW
At Fn = 0.176, wave-making resistance is moderate for a full-form bulk carrier.
After evaluating c₁, m₁, m₂, λ and the exponential expression:

RW ≈ 94 kN
Step 6 — Bulb Resistance RB and Correlation RA
RB (bulbous bow emergence) ≈ 4 kN (small at design draft)
RTR = 0 (dry transom at service speed)
CA ≈ 0.000374 → RA = 0.000374 × ½ × 1025 × 7.46² × 8410 ≈ 90 kN
Step 7 — Appendage Resistance RAPP
SAPP ≈ 45 m², (1 + k₂)equiv ≈ 1.35 (single-screw rudder behind stern)
RAPP = 1.35 × 0.001497 × ½ × 1025 × 7.46² × 45 ≈ 26 kN
Total Bare Hull + Appendage Resistance
RT = 427 + 94 + 4 + 0 + 90 + 26 = ≈ 641 kN

Effective Power PE = RT × V = 641 × 7.46 ≈ 4,782 kW ≈ 4.8 MW

This is the towing power (EHP). Delivered power and installed power require propulsive efficiency (ηD) and a sea margin — typically adding 20–30% for a conventional vessel.

From Resistance to Delivered Power

The total resistance RT gives effective (towing) power PE. To reach delivered power at the propeller shaft — the quantity that governs engine selection — a series of efficiency corrections are applied:

Effective Power
PE = RT · V
Delivered Power
PD = PE / ηD
ηD = propulsive (quasi-propulsive) efficiency = ηH · ηO · ηR
ηH = hull efficiency = (1 − t) / (1 − w) where t = thrust deduction, w = wake fraction ηO = open-water propeller efficiency (typically 0.55 – 0.70) ηR = relative rotative efficiency (typically 0.95 – 1.05) ηD is typically in the range 0.60 – 0.72 for well-designed single-screw ships
Installed (Brake) Power with Service Margin
PB = PD / ηS · (1 + SM)
ηS = shaft transmission efficiency (typically 0.97 – 0.99 for direct drive)
SM = sea margin, typically 0.15 for North Atlantic, 0.10 for sheltered trades

Holtrop and Mennen also provide regression formulas for the wake fraction w, thrust deduction t, and relative rotative efficiency ηR, making the method a complete preliminary power prediction package — from hull geometry to installed engine power.


Accuracy and Limitations

The Holtrop–Mennen method routinely achieves resistance predictions within ±5–10% of model test results for ships that fall squarely within the calibration range. For vessels near the edges of applicability, errors of ±15–20% are possible. Several systematic tendencies are documented in the literature:

  • High-speed range (Fn > 0.35): The wave-making formula becomes less reliable. At Fn ≈ 0.40, humps and hollows in the resistance curve may not be correctly predicted.
  • Very full forms (CB > 0.82): The form factor regression tends to underestimate viscous resistance for unusually bluff hulls.
  • Unconventional stern forms: Azimuth thrusters, pod drives, and unconventional propulsors alter the effective appendage resistance significantly beyond the tabulated (1 + k₂) values.
  • Shallow-water effects: The method assumes deep water. In restricted water depths (h/T < 4–5), resistance increases substantially due to return flow effects — a correction not included in the standard formula.
  • Current and wind effects: The method predicts calm-water resistance only. Added resistance in waves requires separate methods (e.g. Faltinsen's approach or direct seakeeping analysis).
Industry use context: In professional practice, Holtrop–Mennen results are used for concept design, tender specifications, and early propulsion budgets. For contract guarantees, model tests are mandatory. IMO EEDI calculations and charter party speed guarantee disputes are typically resolved by reference to model test data, not regression methods.

Comparison with Other Resistance Methods

Method Type Applicability Typical Accuracy
Holtrop–Mennen (1982/1984) Statistical regression Conventional displacement ships, Fn 0.10–0.45 ±5–10% (within range)
Guldhammer–Harvald Systematic series Full displacement ships, older method ±10–15%
Savitsky (1964) Regression Planing craft, Fn > 1.0 ±10–15%
van Oortmerssen (1971) Regression Small ships, tugs, trawlers, L < 80 m ±5–10% within type
DSYHS (Delft yacht series) Systematic series Sailing yachts ±5–8%
CFD (RANS solvers) Numerical simulation Any hull form ±2–5% (validated grids)
Towing tank model test Physical experiment Any hull form ±1–3%

CFD has increasingly displaced regression methods in detailed design, particularly for novel hull forms or optimisation studies. However, Holtrop–Mennen remains the standard for quick estimates, the first iteration of a design spiral, and validation of CFD results in conventional regimes.


Practical Checklist for Applying the Method

  1. Verify parameter ranges before running calculations. If L/B, B/T, CB, or Fn fall outside the stated bounds, note the limitation and consider supplementing with model test data or CFD.
  2. Compute Fn first — this tells you how important wave-making resistance will be relative to friction. At Fn < 0.20, the problem is dominated by RF and (1+k₁). At Fn > 0.30, RW becomes increasingly critical.
  3. Check CP against optimal value using CP ≈ 0.23 + 0.68·Fn. A significant departure should prompt a design review.
  4. Do not neglect appendages, especially for twin-screw or unconventional propulsor arrangements. For large tankers and bulk carriers the appendage term is small; for a twin-screw ferry with exposed shafts it can be 15–20% of bare-hull resistance.
  5. Apply a sea margin when deriving installed power. Calm-water resistance underpredicts real-world requirements due to added resistance in waves, wind, fouling, and shallow-water effects.
  6. Treat CA with care if the vessel operates with premium antifouling or in tropical waters. The default roughness assumption may be conservative or optimistic depending on maintenance regime.

Final Remarks

The Holtrop–Mennen method has remained in continuous professional use for over four decades — a longevity that reflects both the quality of the original regression work and the practical elegance of its formulation. No single method covers all ship types or all speed regimes, but for the displacement vessels that make up the commercial fleet, it occupies a central place in preliminary design.

Used with an understanding of its origins, its regression basis, and its applicability limits, it is a reliable first estimate. Used without that understanding — applied outside its range, with unchecked inputs, or without sea margins — it will produce numbers that look precise but may be significantly wrong. The method rewards the engineer who reads the original papers, not just the formula sheets.


Further Reading and References

The primary sources and standard texts that underpin or complement the Holtrop–Mennen method:

  • Holtrop, J. & Mennen, G.G.J. (1982). "An Approximate Power Prediction Method." International Shipbuilding Progress, 29 (335), 166–170. — the original regression paper; the primary reference for the method.
  • Holtrop, J. (1984). "A Statistical Re-Analysis of Resistance and Propulsion Data." International Shipbuilding Progress, 31 (363), 272–276. — revised coefficients, improved bulbous bow and transom terms.
  • Principles of Naval Architecture – SNAME (Volume II: Resistance, Propulsion) — comprehensive theoretical foundation for all resistance components.
  • Practical Ship Hydrodynamics – V. Bertram (Butterworth-Heinemann) — excellent treatment of resistance methods including Holtrop–Mennen, with CFD context.
  • Ship Design for Efficiency and Economy – Schneekluth & Bertram — chapter on resistance and propulsion in the design spiral, with coefficient guidance.
  • Ship Resistance and Propulsion – A. F. Molland, S. R. Turnock & D. A. Hudson (Cambridge University Press) — a thorough modern treatment that situates regression methods alongside experiments and CFD.
  • ITTC (International Towing Tank Conference) — Recommended Procedures — standards for model testing, extrapolation, and correlation allowances that underpin the friction and CA terms.