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Iribarren number

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Title: Iribarren number  
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Subject: Dimensionless quantity, Coastal engineering, Water waves, Reynolds number, Shields parameter
Collection: Coastal Engineering, Dimensionless Numbers of Fluid Mechanics, Water Waves
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Iribarren number

Spilling breaker.
Plunging breaker.
Collapsing breaker.
Surging breaker.
Breaking wave types: free surface and bubble plumes, as redrawn from photographs taken during a wave flume experiment.[1]

In fluid dynamics, the Iribarren number or Iribarren parameter – also known as the surf similarity parameter and breaker parameter – is a dimensionless parameter used to model several effects of (breaking) surface gravity waves on beaches and coastal structures. The parameter is named after the Spanish engineer Ramón Iribarren Cavanillas (1900–1967),[2] who introduced it to describe the occurrence of wave breaking on sloping beaches.[3]

For instance, the Iribarren number is used to describe breaking wave types on beaches; or wave run-up on – and reflection by – beaches, breakwaters and dikes.[4][5][6]

Contents

  • Definition 1
  • Breaker types 2
  • References 3
    • Footnotes 3.1
    • Other 3.2

Definition

The Iribarren number – often denoted as Ir or ξ – is defined as:[5]

\xi = \frac{\tan \alpha}{\sqrt{H/L_0}},   with   L_0 = \frac{g}{2\pi}\, T^2,

where ξ is the Iribarren number, α is the bed slope, H is the wave height, L0 is the deep-water wavelength, T is the period and g is the gravitational acceleration. Depending on the application, different definitions of H and T are used, for example: for periodic waves the wave height H0 at deep water or the breaking wave height Hb at the edge of the surf zone. Or, for random waves, the significant wave height Hs at a certain location.

Breaker types

Breaker types.

The type of breaking wave – spilling, plunging, collapsing or surging – depends on the Iribarren number. According to Battjes (1974), for periodic waves propagating on a plane beach, two possible choices for the Iribarren number are:

\xi_0 = \frac{\tan \alpha}{\sqrt{H_0 / L_0}}   or   \xi_b = \frac{\tan \alpha}{\sqrt{H_b / L_0}},

where H0 is the offshore wave height in deep water, and Hb is the value of the wave height at the break point (where the waves start to break). Then the breaker types dependence on the Iribarren number (either ξ0 or ξb) is approximately:[4]

breaker type ξ0–range ξb–range
surging or collapsing ξ0 > 3.3 ξb > 2.0
plunging 0.5 < ξ0 < 3.3 0.4 < ξb < 2.0
spilling ξ0 < 0.5 ξb < 0.4

References

Footnotes

  1. ^
  2. ^
  3. ^ Iribarren & Norales (1949)
  4. ^ a b Battjes (1974)
  5. ^ a b Holthuijsen (2007)
  6. ^ Bruun (1984)

Other

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