Real-time prediction numerical method for general scour of river-crossing bridge
A numerical method and cross-river technology, applied in the computer field, can solve the problems of inability to obtain timely access, excessive time and manual input, and difficulty in making real-time forecasts for flood control of bridges, so as to avoid multiple empirical effects.
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Embodiment 1
[0023] Obviously, many modifications and changes made by those skilled in the art based on the gist of the present invention belong to the protection scope of the present invention.
[0024] The numerical method for real-time forecasting of general scour of cross-river bridges includes the following steps;
[0025] Step 1; adopt the following mathematical partial differential equations;
[0026] That is, the water flow continuity equation and motion equation:
[0027] ∂ A ∂ t + ∂ Q ∂ x = 0 - - - ( 1 )
[0028] ∂ ∂ t ( Q A ) + ...
Embodiment 2
[0049] Embodiment 2: The present invention relates to a numerical method for real-time forecasting of general erosion of a bridge across a river, comprising the following steps;
[0050] Step 1: Follow the basic theory of water and sand movement, establish a mathematical partial differential equation, discard many empirical formulas and coefficients in the previous formulas, and make the evolution of riverbed scour more realistic;
[0051] Step 2: Interpolation is used for the irregular cross-section within the calculation range, so that the calculated cross-sectional area is very close to the actual cross-section, which overcomes the large error caused by simplifying the cross-section into a rectangle in the past;
[0052]Step 3: Using the equation of erosion changing with time and introducing time sub-steps, the real-time data output of the erosion process is realized, which can provide real-time forecast of the erosion situation for engineering management;
[0053] Step 4: ...
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