1. The open boundary equation.
- Author
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Diederen, D., Savenije, H. H. G., and Toffolon, M.
- Subjects
HYDRODYNAMICS ,TIDAL currents ,COMPUTER simulation ,BOUNDARY value problems ,OCEANOGRAPHIC observations - Abstract
We present a new equation describing the hydrodynamics in infinitely long tidal channels (i.e., no reflection) under the influence of oceanic forcing. The proposed equation is a simple relationship between partial derivatives of water level and velocity. It is formally derived for a progressive wave in a frictionless, prismatic, tidal channel with a horizontal bed. Assessment of a large number of numerical simulations, where an open boundary condition is posed at a certain distance landward, suggests that it can also be considered accurate in the more natural case of converging estuaries with nonlinear friction and a bed slope. The equation follows from the open boundary condition and is therefore a part of the problem formulation for an infinite tidal channel. This finding provides a practical tool for evaluating tidal wave dynamics, by reconstructing the temporal variation of the velocity based on local observations of the water level, providing a fully local open boundary condition and allowing for local friction calibration. [ABSTRACT FROM AUTHOR]
- Published
- 2015
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