Special component for calculating tidal bore flow velocity vertical distribution
A technology of vertical distribution and special components, which is used in fluid velocity measurement, complex mathematical operations, and measurement of the depth of open water sources.
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Embodiment 1
[0042] A dedicated component for calculating the vertical distribution of tidal current velocity, including at least one computer, a series of hydrological acquisition devices or a numerical model of tidal surge, the computer is connected to the hydrological acquisition device or receives tide calculation data, and the computer can analyze the hydrological data collected by the hydrological acquisition device. Data or calculation data received such as tidal level and pre-tidal current velocity are processed through the vertical distribution calculation model of inrush current velocity and the obtained results are output. Its process is as follows Figure 1 ~ Figure 2 .
[0043] The hydrological acquisition devices include: water level meter, three-dimensional acoustic Doppler velocity meter (ADV), and echo sounder.
[0044] Hydrological data or tide calculation data include: pre-tidal water depth, pre-tidal current velocity, tidal height, and tidal current velocity at a certa...
Embodiment 2
[0046] Embodiment 2: The following is a further description based on the measured data of tidal surge.
[0047] 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. The above data is transferred to a computer for processing.
[0048] First, using the above-mentioned pre-tidal water depth, tidal height, and pre-tidal flow velocity, Fr=2.02 is calculated by the program stored in the computer. Since Fr ≥ 1.7, it is judged that the tidal surge is a vortex tidal surge.
[0049] Then, from the known distance Z from the bottom of the river 1 = 3.4m and the pre-tidal water depth and tidal height, the program stored in the computer calculates its relative position Z' 1 = 0.77. Due to Z' 1 ...
Embodiment 3
[0052] The computer program control steps are as follows:
[0053] a. Read hydrological data;
[0054] b. Judging the type of tidal surge;
[0055] c. Calculate the vertical distribution of wave tidal surge or swirling tidal current velocity;
[0056] d. Output data files.
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