Incorporating Breaking Wave Predictions in Spectral Wave Forecast Models
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1 Incorporating Breaking Wave Predictions in Spectral Wave Forecast Models Russel Morison and Michael Banner School of Mathematics, The University of New South Wales, Sydney 2052, Australia
2 Motivation wave breaking at sea - widespread air-sea interfacial process with very significant geophysical and maritime importance present spectral wave forecast models do not provide explicit forecasts of breaking wave properties. recent advances in understanding wave breaking have made it possible to redress this deficiency to describe a novel methodology that adds to standard spectral wave model output - accurate forecasts of (i) the spectral density of breaking crest length per unit area and (ii) the associated breaking strength We did this initially for the dominant wind waves and have now extended it across the full spectrum
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5 Modeling Wave Breaking Spectrally Radiative transfer equation (deep water, no currents) The radiative transfer equation for describing the evolution of the wave height spectrum F(k) is given by: F t + c g F = S in + S nl + S diss where F=F(k,θ) is the directional wave spectrum c g is the group velocity S tot = S in + S nl + S ds is the total source term. S in is the atmospheric input spectral source term S nl is the nonlinear spectral transfer source term representing nonlinear wave-wave interactions within the spectrum S ds is the spectral dissipation rate here taken as due primarily to wave breaking
6 Saturation Threshold-based Dissipation Rate S ds based on treating spectral bands as nonlinear wave groups. Uses a low power of the spectral saturation ratio (~steepness ratio) to simulate observed threshold behaviour [extension of Alves & Banner (JPO, 2003)] * D*(σ ~ σ ~ )/σ ~ a1 2 a 2 S (k,θ) = [C ) + C * D* E * k ] (σ σ ) ds 1 T T 2 tot p m ωf(k,θ) This formulation uses local S ds non-local S ds normalized azimuthally-integrated saturation: k 4 F (k)/θ (k) = (2π) 4 f 5 F(f) / 2g 2 measured threshold of the normalized spectral saturation (Banner et al., JPO, 2002) with a1=2 tail exponent a2 = 4 to match dissipation to input behavior in the spectral tail nonlocal dissipation rate component coefficient D for the local Sds: non-dimensional and linear in the wind speed to match to the wind input term. C1 and C2 constants
7 . Modified Jansen Wind Input Sin (k,θ) = ε β(k,θ)ω(u red * (k) cosθ / c) 2 *E(k,θ) Sin (k,θ) = ε β(k,θ) ω(u red * (k) / c) 2 *E(k,θ) cosθ β(k, θ) = μ(k,θ) z 0 = J μ(ln(μ)) /κ β(k, θ) = 0 for μ > 1 u = (u * 0.01u g 2 * /c) 2 (gz 0 where J 2 =1.2 (Janssen (1991). /u 2 * ) exp(j / 1- C (τ / τ ) 0 w 1 κ/(u * cosθ/ c) n red * (k n ) = [τtot J 0 (τw (i) + τbw (i))]/ρair i=1 2 )
8 Brief description of the Methodology Λ(c) is the spectral density of breaking wave crest length per unit area Π(c) is the spectral density of the total wave crest length per unit area The breaking probability P br (c) for wave scales c is defined as: Pr br ( c) = c Λ dc c Π dc ~ passage rate of breaking wave crests passage rate of wave crests Λ(c): spectral density of breaking wave crest length per unit area with velocities in the range (c, c+dc) (Phillips,1985) ρ Λ ( ) wave energy dissipation rate at scale c g ρ 4 b c Λ( c) dc g 5 b c c dc momentum flux from waves of scale c to currents
9 The sea state threshold variable used for breaking probability was the normalised spectral saturation σ ~ (k) = σ(k) / < θ(k) > where σ(k) is the azimuth-integrated spectral saturation given by σ(k) = k 4 Φ(k) = (2π) 4 f 5 G(f)/2g 2 and <θ(k)> is the mean spectral spreading width given by < θ(k) > = π -π (θ - θ) F(k,θ)kdθ / π -π F(k,θ)kdθ where θ is the mean wave direction, and Φ(k), G(f) and F(k,θ) are, respectively, the spectra of wave height as a function of scalar wavenumber, frequency and vector wavenumber.
10 Pr br (σ ~ ) = H(σ ~ σ~ T ) α br σ~ σ~ ( T ) 0.5 b br (σ ~ ) S loc ds = H(σ ~ (c) dc σ~ T ) c br = b(c) g (σ ~ 2 c σ~ Λ(c) 0.5 T dc ) 1.0 B eff Λ(c) = S loc ds (c) *g = S (c)dc /g ds 2 2 c /(b(c)* c 5 *b(c) 5 ) * Λ(c)dc B loc eff loc ds = S (c)dc /g 2 c 5 *b(c) * Λ( c) dc 1.3C Pr Λ Π br (c) = c ( c) dc / c ( c) dc 0.7C 1.3C 0.7C
11 Non-Dimensional Evolution
12 Edson et al, Drag Coefficient Observational Data.
13 Edson et al, Observational Data: Wave Age.vs. U10
14 Model Forecast : Drag Coefficient forecast for Fetch Limited for multiple Wind Speeds 6 m/s to 80 m/s
15 Modeled Drag Coefficient: Hurr. Katrina
16 Pr br (σ ~ ) = H(σ ~ σ~ T ) α br σ~ σ~ ( T ) 0.5 S loc ds (c) dc = b(c) g 2 c 5 Λ(c) dc b br (σ ~ ) = H(σ ~ σ~ T ) c br (σ ~ 0.5 σ~ 0.5 T ) 1.0 Λ(c) = S loc ds (c) *g 2 /(b(c)* c 5 ) 1.3C Pr Λ Π br (c) = c ( c) dc / c ( c) dc 0.7C 1.3C 0.7C
17 Breaking Probability.vs. Normalized Saturation. Observed Data; Model Parameterization; from c*λ(c) dc
18 Model Forecast: Breaking Probability.vs. Wave Age for multiple wind speeds 6 m/s to 80 m/s.
19 Model Forecast: Breaking Strength.vs. Wave Age For multiple wind speeds 6 ms/ to 80 m/s
20 Breaking Dissipation vs Total Dissipation (Sutherland & Melville 2015)
21 Breaking Dissipation fraction Total Dissipation (Suth. & Mel. 2015)
22 Breaking Dissipation fraction Total Dissipation (Suth. & Mel. 2015)
23 Breaking Dissipation as a fraction of Total Dissipation 3 to 60 m/s
24 Breaking Dissipation as a fraction of Total Dissipation for Decaying Seas
25 Effective Breaking Strength versus Wave Age (Total Dissipation) B eff = S (c)dc /g ds 2 c 5 * Λ(c)dc
26 Effective Breaking Strength versus Peak Steepness (Total Dissipation) B eff = S (c)dc /g ds 2 c 5 * Λ(c)dc
27 Effective Breaking Strength versus Wave Age (Breaking Dissipation) B loc eff loc ds = S (c)dc /g 2 c 5 * Λ( c) dc
28 Model Forecast: Lambda(c).vs. Wave Age. For multiple wind speeds 3 to 60 ms.
29 Model Forecast: Lambda(c).vs. Wave Age. For U10= 6 m/s. Dashed lines from observed Λ(c) by Sutherland & Melville 2015
30 Model Forecast: Lambda(c).vs. Wave Age. For U10= 10 m/s. Dashed lines from observed Λ(c) by Sutherland & Melville 2015
31 Model Forecast: Lambda(c).vs. Wave Age. For U10= 15 m/s. Dashed lines from observed Λ(c) by Sutherland & Melville 2015
32 Model Forecast: Breaking Strength [b].vs. Speed for 12m/s & 48 m/s.
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35 Strait of Juan de Fuca: Experiment Conditions
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40 Concluding Remarks our framework provides predictions of wave breaking properties (breaking probability, breaking crest length spectral density per unit area and breaking strength) using standard spectral wave models. it provides accurate predictions for the limited breaking data available in developing and mature wind seas further validation against data will be made as suitable new data sets become available. it has been added to existing spectral wave forecasting models. Upgrading the form of the DIA is desirable.
Incorporating Breaking Wave Predictions in Spectral Wave Forecast Models
Incorporating Breaking Wave Predictions in Spectral Wave Forecast Models Russel Morison and Michael Banner School of Mathematics, The University of New South Wales, Sydney 2052, Australia Motivational
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