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The Froude number enters into formulations of the hydraulic jump (rise in water surface elevation) that occurs under certain conditions, and, together with the Reynolds number, it serves to delineate the boundary between laminar and turbulent flow conditions in open channels.
Scour potential is increased by increasing flow velocity and increasing water surface elevation.
The measured data used for model-data comparison are water surface elevation and water temperature.
The experimental results showed the agreement of water surface elevation from both measurement methods.
Water surface elevation measured by wave gauges 6a and 7a is the input for the analysis (see Fig. 6(a)).
Consistent with previous field observations, friction does not significantly alter the gradient of the water surface elevation and a seaward-dipping water surface elevation is observed during the majority of the swash process.
The impact of these processes on flow velocity and water surface elevation was evaluated by using a hydraulic model.
The simulation results were compared and the model calibrated with water surface elevation records of the previous floods.
At the downstream, the gradually rising water surface elevation in the dry dock is described in a transient boundary condition.
The SWOT observations will include water surface elevation (WSE), its spatial and temporal derivatives, and inundated area.
Thus from the perspective of bridge scour, increases in channel flow, velocity and water surface elevation can lead to increased scour potential.
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