Tidal bore flow velocity vertical distribution calculation method
A technology of vertical distribution and calculation method, which is applied in the field of fluid mechanics, can solve problems such as the calculation formula or method of inrush current velocity that has not yet been formed, and achieve the effect of small calculation error
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Embodiment 1
[0040] Embodiment 1: Calculation method for the vertical distribution of inrush current velocity, the implementation flow chart is as follows figure 1 shown, including the following steps:
[0041] Step 1, obtain relevant data. That is to obtain the parameters required for calculation, and use the method of on-site observation or experimental measurement to obtain the pre-tidal water depth h, pre-tidal flow velocity v, tidal height H, and the distance from the river bottom to be Z 1 The inrush current velocity V 1 . Through the comparison of historical data, the rationality of the above data is further verified.
[0042] Step 2, determine the type of tidal surge. Determine whether the tide is a wave tide or a swirling tide by the tide Froude number, the specific method is as follows:
[0043] a. Calculate the Froude number of tidal surge, that is, formula (1),
[0044]
[0045]
[0046] In the formula, U is the propagation velocity of tidal surge, v is the pre-tida...
Embodiment 2
[0072] Embodiment 2: The following is a further description based on the measured data of tidal surge.
[0073] Through the on-site observation of the self-recording water level meter and the three-dimensional acoustic Doppler current meter (ADV), the pre-tidal water depth h = 1.8m, the pre-tidal current velocity v = -1.47m / s, and the tidal height H = 2.6 m, the distance from the bottom of the river is Z 1 = Inrush current velocity V at 3.4m 1 = 4.15m / s.
[0074] First, using the above-mentioned pre-tidal water depth, tidal height, and pre-tidal flow velocity, Fr = 2.02 can be calculated from formulas (1) and (2). Since Fr ≥ 1.7, it is judged that the tidal surge is a vortex tidal surge.
[0075] Then, from the known distance Z from the bottom of the river 1 = 3.4m and the pre-tidal water depth and tidal height, substitute into formula (5) to calculate its relative position Z' 1 = 0.77. Due to Z' 1 >0.6, set V 1 and Z' 1 Substituting formula (7) to calculate the verti...
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