Download PDF by Jean-Marc Vanden-Broeck: Gravity-Capillary Free-Surface Flows

By Jean-Marc Vanden-Broeck

ISBN-10: 0521811902

ISBN-13: 9780521811903

Loose floor difficulties take place in lots of features of technology and of daily life equivalent to the waves on a seashore, bubbles emerging in a pitcher of champagne, melting ice, pouring flows from a box and sails billowing within the wind. as a result, the influence of floor rigidity on gravity-capillary flows is still a fertile box of analysis in utilized arithmetic and engineering. focusing on functions bobbing up from fluid dynamics, Vanden-Broeck attracts upon his years of expertise within the box to deal with the various demanding situations excited about trying to describe such flows mathematically. while cautious numerical suggestions are applied to resolve the fundamental equations, an emphasis is positioned upon the reader constructing a deep knowing of the constitution of the ensuing strategies. the writer additionally stories appropriate techniques in fluid mechanics to assist readers from different clinical fields who're attracted to loose boundary difficulties.

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The second example of superposition that we consider is that of two wave trains of the same amplitude travelling in the same direction but with slightly ¯ We first introduce the angular frequency different wavenumbers k and k. 129) and write ω = W (k). 83) we have W (k) = k g T + k tanh kh k ρ 1/2 . 131) cA1 φ¯ = − cosh k(y + h) sin[kx + W (k)t]. 132) 26 Basic concepts The superposition described above then yields ¯ + W (k)t]. 133) as 1 ¯ + 1 [W (k) + W (k))t ¯ [(k + k)]x 2 2 η¯ = 2A1 cos 1 ¯ + 1 [(W (k) − W (k)t] ¯ [(k − k)]x .

16 Basic concepts For convenience we have chosen a frame of reference moving with the wave, so that the flow is steady. 54) 0 1 λ λ φx dx = c on y = constant. 55) 0 Here g is the acceleration of gravity (assumed to act in the negative ydirection), T is the surface tension, ρ is the density, y = −h is the equation of the bottom and y = η(x) is the equation of the (unknown) free surface. 50) are the kinematic boundary conditions on the free surface and on the bottom respectively. 51) is the dynamic boundary condition on the free surface.

As d → −1, the length of the vertical wall DE tends to zero and the flow reduces to a uniform stream. 3). As mentioned at the begining of this chapter, this configuration models the flow due to a surface-piercing obstacle moving at a constant velocity when viewed in a frame of reference moving with the obstacle. In particular it is a simple model for the flow near the stern or the bow of a ship. 37), we obtain w= γ2 /π t−d 1 − td . 47) to calculate xσ + iyσ on the free surface. After integration we obtain the shape of the free surface in parametric form.

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Gravity-Capillary Free-Surface Flows by Jean-Marc Vanden-Broeck


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