River erosion and deposition depth detection device and detection method
A technology of depth detection and scouring and silting, which is applied in the fields of engineering hydrology, river sediment dynamics, and water conservancy and hydropower engineering, can solve the problems of difficult operation, lack of research instruments, uneconomical and other problems, and achieve strong adaptability, simple data observation, The effect of accurate data
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Embodiment 1
[0044] Embodiment 1: as Figure 1-14 As shown, a river scouring and silting depth detection device includes an inner measuring rod 1, an outer steel pipe 2, a dome 4, a groove 5, a convex groove 6, an inner measuring rod bottom 7, and a through cut 8;
[0045] The upper end of the inner measuring rod 1 is connected with the dome 4, the lower end of the inner measuring rod 1 is connected with the bottom 7 of the inner measuring rod, grooves 5 are distributed on the inner measuring rod 1, the inner measuring rod 1 is put into the outer steel pipe 2, and the outer steel pipe 2. The inner wall of the upper part is provided with a convex groove 6, and the middle and lower part of the outer steel pipe 2 is provided with a through cut 8. When in use, the fine sand 3 is loaded into the outer steel pipe 2, and the inner rod bottom 7 is in close contact with the fine sand 3.
Embodiment 2
[0046] Embodiment 2: as Figure 1-14 As shown, a river scouring and silting depth detection device includes an inner measuring rod 1, an outer steel pipe 2, a dome 4, a groove 5, a convex groove 6, an inner measuring rod bottom 7, and a through cut 8;
[0047] The upper end of the inner measuring rod 1 is connected with the dome 4, the lower end of the inner measuring rod 1 is connected with the bottom 7 of the inner measuring rod, grooves 5 are distributed on the inner measuring rod 1, the inner measuring rod 1 is put into the outer steel pipe 2, and the outer steel pipe 2. The inner wall of the upper part is provided with a convex groove 6, and the middle and lower part of the outer steel pipe 2 is provided with a through cut 8. When in use, the fine sand 3 is loaded into the outer steel pipe 2, and the inner rod bottom 7 is in close contact with the fine sand 3.
[0048] Preferably, the grooves 5 are symmetrically and evenly distributed on the inner measuring rod 1, and the...
Embodiment 3
[0049] Embodiment 3: as Figure 1-14 As shown, a river scouring and silting depth detection device includes an inner measuring rod 1, an outer steel pipe 2, a dome 4, a groove 5, a convex groove 6, an inner measuring rod bottom 7, and a through cut 8;
[0050] The upper end of the inner measuring rod 1 is connected with the dome 4, the lower end of the inner measuring rod 1 is connected with the bottom 7 of the inner measuring rod, grooves 5 are distributed on the inner measuring rod 1, the inner measuring rod 1 is put into the outer steel pipe 2, and the outer steel pipe 2. The inner wall of the upper part is provided with a convex groove 6, and the middle and lower part of the outer steel pipe 2 is provided with a through cut 8. When in use, the fine sand 3 is loaded into the outer steel pipe 2, and the inner rod bottom 7 is in close contact with the fine sand 3.
[0051] Preferably, the grooves 5 are symmetrically and evenly distributed on the inner measuring rod 1, and the...
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