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Zienkiewicz O.C., Taylor R.L. Vol. 3. The finite - tiera.ru

Zienkiewicz O.C., Taylor R.L. Vol. 3. The finite - tiera.ru

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146 Free surfaces, buoyancy and turbulent incompressible ¯ows<br />

full Navier±Stokes equations or, neglecting viscosity e€ects, a pure potential or Euler<br />

approximation. Both assumptions have been discussed in the previous chapter but it<br />

is interesting to remark here that the resistance caused by the waves may be four or<br />

®ve times greater than that due to viscous drag. Clearly surface e€ects are of great<br />

importance.<br />

Historically many solutions that ignore viscosity totally have been used in the ship<br />

industry with good e€ect by involving so-called boundary solution procedures or<br />

panel methods. 1ÿ11 Early ®nite element studies on the ®eld of ship hydrodynamics<br />

have also used potential ¯ow equations. 12 A full description of these is given in<br />

many papers. However complete solutions with viscous e€ects and full non-linearity<br />

are di cult to deal with. In the procedures that we present in this section, the door is<br />

opened to obtain a full solution without any extraneous assumptions and indeed such<br />

solutions could include turbulence e€ects, etc. We need not mention in any detail the<br />

question of the equations which are to be solved. <strong>The</strong>se are simply those we have<br />

already discussed in Sec. 4.1 of the previous chapter and indeed the same CBS<br />

procedure will be used in the solution. However, considerable di culties arise on<br />

the free surface, despite the fact that on such a surface both tractions are known<br />

(or zero). <strong>The</strong> di culties are caused by the fact that at all times we need to ensure<br />

that this surface is a material one and contains the particles of the ¯uid.<br />

Let us de®ne the position of the surface by its elevation relative to some<br />

previously known surface which we shall refer to as the reference surface (see<br />

Fig. 5.2). This surface may be horizontal and may indeed be the undisturbed water<br />

surface or may simply be a previously calculated surface. If is measured in the<br />

direction of the vertical coordinate which we shall call x 3, we can write<br />

…t; x 1; x 2†ˆx 3 ÿ x 3ref<br />

Noting that is the position of the particle on the surface, we observe that<br />

dx 1<br />

dt ˆ u 1;<br />

and from Eq. (5.1,) we have ®nally<br />

where<br />

d<br />

dt ˆ u3 ˆ @<br />

@t ‡ u1 u ˆ‰u 1; u 2Š T<br />

dx 2<br />

dt ˆ u 2;<br />

@<br />

@x 1<br />

@<br />

‡ u2 @x 2<br />

dx 3<br />

dt<br />

r ˆ @<br />

;<br />

@x1 @<br />

@x2 ˆ d<br />

dt ˆ u 3<br />

…5:1†<br />

…5:2†<br />

ˆ @<br />

@t ‡ uT r …5:3†<br />

T<br />

…5:4†<br />

We immediately observe that obeys a pure convection equation (see Chapter 2) in<br />

terms of the variables t; u 1; u 2 and u 3 in which u 3 is a source term. At this stage it is<br />

worthwhile remarking that this surface equation has been known for a very long<br />

time and was dealt with previously by upwind di€erences, in particular those introduced<br />

on a regular grid by Dawson. 2 However in Chapter 2, we have already<br />

discussed other perfectly stable, ®nite element methods, any of which can be used<br />

for dealing with this equation. In particular the characteristic±Galerkin procedure<br />

can be applied most e€ectively.

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