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This provides the velocity field and the water elevation.
There is also a need for effectively communicating variability among different surface water elevation data sets, as well as the intrinsic uncertainties in surface water elevation forecasts.
The first model is the hydrodynamic model that provides the velocity field and the water elevation.
Three auxiliary variables are presented in this paper: water elevation, specific force and hydraulic head.
where A is the marsh area, hL is the water elevation at low tide, hH the water elevation at high tide, and z the elevation of the marsh surface.
The flood surge occurs for a water elevation just above the elevation of the marsh platform, while the ebb surge takes place when the water elevation is just below the elevation of the marsh surface.
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b The distribution of maximum water elevations at Domain B. c The distribution of maximum water elevations in Domain C.
Model-predicted water elevations and velocities were in good agreement with field measurements.
Satellite nadir radar altimeters have been widely used to measure river and lake surface water elevations.
In large systems, it is not practical to measure water elevations at many locations.
The steady-state simulation results are in agreement with the observed perched water data, including water saturation and potential profiles and perched water elevations.
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