2012
DOI: 10.1134/s001546281203012x
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Seiches in a channel with a sharp variation in the bottom relief

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Cited by 10 publications
(4 citation statements)
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“…The frequencies ω (1) n corresponding to the barotropic seiches depend of the density stratification only slightly, whereas the baroclinic seiche frequencies ω (2) n considerably depend on the relative density difference between the layers. In the case of a homogeneous fluid ρ 1 = ρ 2 (ε = 0 and γ = 1) the baroclinic seiches are absent, while for the barotropic seiches in the ε → 0 limit F 1 = 2B 1 /S, where S = S 1 + S 2 .…”
Section: Theorymentioning
confidence: 97%
See 1 more Smart Citation
“…The frequencies ω (1) n corresponding to the barotropic seiches depend of the density stratification only slightly, whereas the baroclinic seiche frequencies ω (2) n considerably depend on the relative density difference between the layers. In the case of a homogeneous fluid ρ 1 = ρ 2 (ε = 0 and γ = 1) the baroclinic seiches are absent, while for the barotropic seiches in the ε → 0 limit F 1 = 2B 1 /S, where S = S 1 + S 2 .…”
Section: Theorymentioning
confidence: 97%
“…In the case in which the values of B j and S j ( j = 1, 2) are constant along the reservoir midline the solution of problem (1.6)-(1.8) can be found in the analytical form, in the same fashion as in [3] for a two-dimensional rectangular reservoir. There exist two infinite successions of the frequencies of the natural oscillations of the fluid ω (1) n and ω (2) n for the barotropic and baroclinic seiches, respectively (5), and support (6).…”
Section: Theorymentioning
confidence: 99%
“…The formation of the nodes on the end walls is one of the distinctive features of the problem of forced waves in an oscillating container, as compared with the problem of free waves in a fixed container. In the case of seiche oscillations in a fixed container it is the antinodes of standing waves that are formed on the container walls [15].…”
Section: Experimental Datamentioning
confidence: 99%
“…A detailed description of such experiments for Lake Baikal is presented in [12]. The main properties of standing waves in a narrow channel of rectangular cross section and constant width in the presence of a local sharp rise of the bottom have been determined theoretically and confirmed by laboratory experiments [13]. The purpose of this paper is to employ the methods of calculation [9,10] of free oscillations for a closed rectangular channel with sharply varying cross-sectional width.…”
Section: Introductionmentioning
confidence: 99%