Method for measuring start flow velocity of silt
A flow velocity and sediment technology, applied in the measurement device, fluid velocity measurement, velocity/acceleration/impact measurement, etc., can solve the problems of water turbidity, inability to determine the starting state of sediment, backwardness, etc., and achieve the effect of strong adaptability
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0032] Example 1, Imaging the plastic sand in still water by B-ultrasound
[0033] Experiments have confirmed that according to the particle size of the measured particles, using a medical B-ultrasound instrument, selecting an appropriate ultrasonic frequency (2.5~7.5MHZ) and an appropriate signal gain, the reflection image of sand particles in the water can be obtained.
[0034] figure 1 ,2,3 are the actual collected images of suspended particles at different particle sizes. It can be seen that the B-ultrasound can obtain clear images of sand particles with a particle size as small as 0.1 mm.
[0035]
Embodiment 2
[0036] Example 2 Imaging of sediment in water before and after starting by B-mode ultrasound
[0037] According to the particle size of the measured particles, a medical B-ultrasound instrument is used to select an appropriate ultrasonic frequency (2.5~7.5MHZ) and an appropriate signal gain to obtain the image signals of underwater suspended particles near the riverbed interface before and after the start of the flow velocity of sand particles in the water. Such as Figure 4 , As shown in 5. The bright line in the figure is the boundary of the river bed, and the bright spot above the river bed is the image of suspended sand particles. It can be seen from the figure that the number of suspended particles above the river bed boundary changes significantly before and after the start.
[0038]
Embodiment 3
[0039] Example 3 Take the model test plastic sand as an example, Image 6 It is the relationship curve between the concentration of suspended particles and the flow velocity measured by this method.
[0040] It can be seen that when the flow velocity is less than 3.11cm / s, the concentration of suspended particles near the bed surface is very low, the curve is flat, and the particle concentration changes little, about 8~11 particles per frame, and the average concentration is 10 particles / each Frame (hereinafter referred to as basic concentration, which is caused by some other light suspended matter, not real suspended sand). At this time, there is no obvious start-up movement of sand particles at the river bed interface; when the flow velocity increases to 3.21cm / s, the suspended particle concentration increases from 10 per frame to 27 per frame. The particle concentration is relative to the flow velocity. The rate of change (that is, the slope of the curve) is: 170 particles / c...
PUM
| Property | Measurement | Unit |
|---|---|---|
| Granularity | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More 


