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Furthermore, the effect of a partially free surface, e.g. in a combination of pipe and river flow, can only be taken into acount by a split of the problem into zones where the respective models would be applied.
In the case of very large domains (marine flows extending over a large range in latitude) Coriolis forces should be included in the equations.
The effect of wind on waves is not taken into account, i.e. the action of tangential stress at the water/air interface is neglected.
markus.uhlmann AT ciemat.es
![]() | ![]() | ![]() | 1.3 Limitations | Contents | Index |