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Ship Waves and Wave Theory

Relative Motion and Period of Encounter

Vectors:

  • Ship’s speed vector: V⃗s\vec{V}_s
  • Wave speed vector (phase velocity/Celerity): V⃗w\vec{V}_w
  • Angle between them: μ\mu

Key Concepts:

  • Absolute period of waves: TwT_w (true wave period)
  • Period of encounter: TeT_e (apparent period relative to ship)
  • TeT_e is the resultant of TwT_w and the ship’s speed through waves

Direction Convention:

  • Head seas (meeting waves): μ=180∘\mu = 180^\circ
  • Following seas: μ=0∘\mu = 0^\circ

Relationships:

Te∝Vs(ship speed)T_e \propto V_s \quad \text{(ship speed)}

Te∝μ(encounter angle)T_e \propto \mu \quad \text{(encounter angle)}

Wave Group Velocity:

Vgroup=12Vw(waves travel at half phase speed)V_{group} = \frac{1}{2}V_w \quad \text{(waves travel at half phase speed)}

Note: A group of waves travels at Vw/2V_w/2, while individual wave crests travel at VwV_w

Energy Distribution: Exactly half the energy of a wave is kinetic and half is potential.

Maximum Wave Height:

Hw-max≈1.6×SWH(over 10 minutes)H_{w\text{-max}} \approx 1.6 \times \text{SWH} \quad \text{(over 10 minutes)}

(Note: The document also mentions Hw-max=2×SWHH_{w\text{-max}} = 2 \times \text{SWH} in another section—verify which coefficient your course uses)


Sinusoidal and Trochoidal Wave Theory

Water Depth Classification

  • Shallow water: d<λ2d < \frac{\lambda}{2}
  • Deep water: d>λ2d > \frac{\lambda}{2} (presume this if depth not given)

Wave Relationships

Deep Water Formulas:

Vw=gλ2πV_w = \sqrt{\frac{g\lambda}{2\pi}}

Tw=2πλgT_w = \sqrt{\frac{2\pi\lambda}{g}}

λ=2πVw2g\lambda = \frac{2\pi V_w^2}{g}

General Relationship:

λ=gTw22π(standard deep water dispersion)\lambda = \frac{gT_w^2}{2\pi} \quad \text{(standard deep water dispersion)}

Empirical Relation:

Tw=0.285×Vwind(where wind speed is in knots)T_w = 0.285 \times V_{wind} \quad \text{(where wind speed is in knots)}

Very Shallow Water:

Vw=g×hwV_w = \sqrt{g \times h_w}

Trochoidal Wave Theory

Historical Background

  • 1905: Froude theorized that irregular wave systems are composites of many regular wave systems
  • 1952: Researchers such as Trucker applied Fourier analysis to regular wave theory based on trochoidal waveforms
  • The Trochoidal wave theory is not a perfect replica of observed sea states but comes closest compared to other theories

Definition

A Trochoid is a curve traced by a fixed point inside a circle as the circle rolls along and under a straight line.

Geometric Properties

λ=Lw=2πR(where R = radius of rolling circle))\lambda = L_w = 2\pi R \quad \text{(where \(R\) = radius of rolling circle)})

hw=2r(wave height, where r = radius of small circle)h_w = 2r \quad \text{(wave height, where \(r\) = radius of small circle)}

Physical Characteristics

  • Waveform has sharper crests than troughs
  • Theory assumes water has zero viscosity and is frictionless
  • Only the waveform (phase) moves, not the water mass
  • Water particles move in closed circular orbits (one revolution per wave period)
  • At depths greater than λ2\frac{\lambda}{2}, there is no water particle movement (wave base)

Amplitude Decay with Depth:

r=r0⋅e−(2πzλ)r = r_0 \cdot e^{-\left(\frac{2\pi z}{\lambda}\right)}

(where zz = depth below surface)


Assumptions for Simple Wave Theory

  1. Crests are straight, parallel, and equally spaced
  2. Wave heights remain constant
  3. Wave form advances perpendicular to crest lines with uniform velocity VwV_w
  4. VwV_w is “Celerity” (phase velocity), not individual particle velocity
  5. Water has zero compressibility and zero viscosity
  6. Trochoidal waves occur in deep waters
  7. Deep sea waves: half kinetic, half potential energy
  8. Individual waves rise behind the “dead water zone,” travel through the group at 2×Vw2 \times V_w (relative to group), then subside in the dead water zone ahead
  9. Waves travel in groups

Significant Wave Height (SWH)

Definition: When wave heights hwh_w are arranged in descending order, the mean of the highest one-third of the waves is called SWH.

Requirements:

  • At least 20 observations needed for reliable assessment
  • Waves not fully developed are excluded

Importance:

  • Vital for master’s decisions in heavy weather (particularly quartering/following seas)
  • MSC 1228 specifically mentions importance of SWH observation

Summary of Key Formulas

Parameter Formula Notes
Deep water wave speed Vw=gλ2πV_w = \sqrt{\frac{g\lambda}{2\pi}}
Wave period Tw=2πλgT_w = \sqrt{\frac{2\pi\lambda}{g}}
Wavelength λ=2πVw2g\lambda = \frac{2\pi V_w^2}{g}
Group velocity Vgrp=Vw2V_{grp} = \frac{V_w}{2}
Shallow water speed Vw=ghV_w = \sqrt{gh} hh = water depth
Wave height Hmax≈1.6-2.0×SWHH_{max} \approx 1.6\text{-}2.0 \times \text{SWH} See note above
Particle decay r=r0e−2πz/λr = r_0 e^{-2\pi z/\lambda}

Heaving period

TH=2×π×(Δ100×TPC×g) T_H = 2 \times \pi \times \sqrt(\frac{\Delta}{100\times TPC \times g})

Pitching period

TP=2×K(GML) T_P = 2 \times \frac{K}{\sqrt(GM_L)}

where K = 0.25 L

Rolling period

TR=2×π×K(g×GM) T_R = \frac{2 \times \pi \times K}{ \sqrt(g \times GM) }

where K = 0.35B