1998
DOI: 10.1017/s0022112098008799
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Numerical simulations of large-amplitude internal solitary waves

Abstract: A numerical model based on the incompressible two-dimensional Navier–Stokes equations in the Boussinesq approximation is used to study mode-2 internal solitary waves propagating on a pycnocline between two deep layers of different densities. Numerical experiments on the collapse of an initially mixed region reveal a train of solitary waves with the largest leading wave enclosing an intrusional ‘bulge’. The waves gradually decay as they propagate along the horizontal direction, with a corresponding … Show more

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Cited by 40 publications
(55 citation statements)
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References 18 publications
(50 reference statements)
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“…Deeper in the water column, the opposite displacement occurs, creating what has been described as a bulge-shaped, double-humped, varicose, or sausage-type wave (Davis and Acrivos, 1967;Stamp and Jacka, 1995;Ostrovsky and Stepanyants, 2005;Moum et al, 2008). Pioneering investigations have described this type of wave, including theoretical investigations (Benjamin, 1967;Davis and Acrivos, 1967;Akylas and Grimshaw, 1992;Vlasenko, 1994;Grimshaw, 1997), laboratory experiments (Davis and Acrivos, 1967;Kao and Pao, 1980;Maxworthy, 1980;Honji et al, 1995;Stamp and Jacka, 1995;Vlasenko and Hutter, 2001;Mehta et al, 2002;Sutherland, 2002), numerical analyses (Tung et al, 1982;Terez and Knio, 1998;Rubino et al, 2001;Vlasenko and Hutter, 2001;Rusås and Grue, 2002;Stastna and Peltier, 2005;Vlasenko and Alpers, 2005), and field observations (Farmer and Smith, 1980;Konyaev et al, 1995;Imberger, 1998, 2001;Antenucci et al, 2000;Boegman et al, 2003;Duda et al, 2004;Yang et al, 2004;Bougucki et al, 2005;Sabinin and Serebryany, 2005;Moum et al, 2008;Shroyer et al, 2010).…”
Section: Introductionmentioning
confidence: 99%
“…Deeper in the water column, the opposite displacement occurs, creating what has been described as a bulge-shaped, double-humped, varicose, or sausage-type wave (Davis and Acrivos, 1967;Stamp and Jacka, 1995;Ostrovsky and Stepanyants, 2005;Moum et al, 2008). Pioneering investigations have described this type of wave, including theoretical investigations (Benjamin, 1967;Davis and Acrivos, 1967;Akylas and Grimshaw, 1992;Vlasenko, 1994;Grimshaw, 1997), laboratory experiments (Davis and Acrivos, 1967;Kao and Pao, 1980;Maxworthy, 1980;Honji et al, 1995;Stamp and Jacka, 1995;Vlasenko and Hutter, 2001;Mehta et al, 2002;Sutherland, 2002), numerical analyses (Tung et al, 1982;Terez and Knio, 1998;Rubino et al, 2001;Vlasenko and Hutter, 2001;Rusås and Grue, 2002;Stastna and Peltier, 2005;Vlasenko and Alpers, 2005), and field observations (Farmer and Smith, 1980;Konyaev et al, 1995;Imberger, 1998, 2001;Antenucci et al, 2000;Boegman et al, 2003;Duda et al, 2004;Yang et al, 2004;Bougucki et al, 2005;Sabinin and Serebryany, 2005;Moum et al, 2008;Shroyer et al, 2010).…”
Section: Introductionmentioning
confidence: 99%
“…This kind of head-on collision occurs in the range of approximately 1 ≤ α ≤ 1.6. Note that in the numerical study (Terez and Knio, 1998), the wave lost trapped fluid in the process of interaction even at α = 2.1. As shown in Fig.…”
Section: Interaction Of Waves With a Trapped Core And Moderate Amplitudementioning
confidence: 80%
“…The waves carry out trapped fluid, but the cores gradually lose trapped fluid to the wake through KH billows shifting to the wave rear and through recirculation in the trapped core (Terez and Knio, 1998;Maderich et al, 2001;Lamb, 2002). Figure 6b shows the collision of waves with equal amplitude α = α L = α R = 6.4 (case (A13; A13), with the parameters Fr max = 1.31 and Ri min = 0.06).…”
Section: Interaction Of Internal Waves With Unstable Trapped Coresmentioning
confidence: 99%
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“…1 The velocity field can also be expressed by the same functional relationship. Bifurcation of the wavelength of the interface is obtained computationally usingfinite difference techniques, witha 90x90 gridsize, tosolve forthesetof governing equations (6,11,12). A flux-corrected transport algorithm is usedto resolve thesharp gradient atthe interface.…”
Section: A_ = A_ (Re S Ar)mentioning
confidence: 99%