Dedicated components for vertical distribution of inrush velocity
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 special component for calculating the vertical distribution of tidal current velocity, including at least one computer, a series of hydrological acquisition devices or a tidal influx numerical model, the computer is connected to the hydrological acquisition device or receives the tidal inrush calculation data, and the computer can analyze the hydrological data collected by the hydrological acquisition device. The data or the received tidal level and pre-tidal flow velocity and other calculation data are processed through the vertical distribution calculation model of the inrush flow velocity and the obtained results are output. Its process is as Figure 1 to Figure 2 .
[0043] The hydrological acquisition device includes: a water level meter, a three-dimensional acoustic Doppler flowmeter (ADV), and an echo sounder.
[0044] Hydrological data or tidal calculation data include: pre-tidal water depth, pre-tidal velocity, tidal height, and tidal velocity at a certain d...
Embodiment 2
[0046] Embodiment 2: The following further description is given with the measured data of tide surge.
[0047] The pre-tidal water depth h=1.8m, the pre-tidal flow velocity v=-1.47m / s, and the tidal height H=2.6 of a tidal tidal wave were obtained through on-site observation by the self-recording water level meter and the three-dimensional acoustic Doppler velocity meter (ADV). m, the distance from the river bottom is Z 1 = Inrush velocity V at 3.4m 1 =4.15m / s. Transfer the above data 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 a computer-stored program. Since Fr≥1.7, the tide is judged to be a whirlpool tide.
[0049] Then, from the known distance Z from the river bottom 1 = 3.4m and the pre-tidal water depth and tidal height, the relative position Z' is calculated by the program stored in the computer 1 =0.77. due to Z' 1 >0.6, the vertical maximum f...
Embodiment 3
[0052] The computer program control steps are as follows:
[0053] a. Read hydrological data;
[0054] b. Determine the type of tide surge;
[0055] c. Calculate the vertical distribution of wave tidal or whirling tidal current velocity;
[0056] d. Output data files.
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