Method for changing water wave propagation direction by arranging underwater obstacle
A technology of propagation direction and obstacles, applied in the field of changing the propagation direction of water waves, can solve the problems of high cost and complicated installation, and achieve the effect of weakening wave intensity, reducing requirements and simple application conditions.
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Embodiment 1
[0039] In the first embodiment, the flow channel is 20 cm wide, 50 cm long, 5 cm deep, and the incident water wave frequency is 20 Hz.
[0040] Such as figure 1 As shown, the method for changing the direction of water wave propagation by setting underwater obstacles provided by this embodiment includes the following steps:
[0041] Step 1. Determine the bottom surface size of the underwater obstacle according to the horizontal span L of the target water area:
[0042] The cross-sections of underwater obstacles in the vertical water depth direction are all concentric circles, the radius of the circle changes with the water depth direction, and the bottom surface radius of underwater obstacles is the largest;
[0043] When only one underwater obstacle is used, the maximum radius R of the underwater obstacle is half of the horizontal span L of the target water area of the underwater obstacle R=L / 2; when the target water area is wide, multiple underwater obstacles are required ...
Embodiment 2
[0067] In the second embodiment, the flow channel is 2m wide, 16m long, the water depth is 0.5m, and the incident water wave frequency is 2.5Hz.
[0068] The method adopted in the second embodiment is basically the same as that in the first embodiment, and only the differences are described here:
[0069] According to the size of the flow channel, it can be known that the maximum water depth is H=0.5m. Considering the limitations of molding technology, we choose the bottom radius of underwater obstacles R = 0.25m.
[0070] Taking 21 data points as an example, the data of each point on the busbar of the underwater obstacle is shown in Table 3 below:
[0071] Table 3. Example of busbar data of underwater obstacles in Embodiment 2
[0072]
[0073]
[0074] In the second embodiment, if Figure 6 As shown in (a), it is the generatrix curve of underwater obstacles, and on this basis, the following is designed: Figure 6 The 3D model drawing of the underwater obstacle show...
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