Method for measuring start flow velocity of silt
A flow velocity and sediment technology, applied in the direction of measuring device, fluid velocity measurement, velocity/acceleration/impact measurement, etc., can solve the problems of water turbidity, inability to determine the start state of sediment, lagging behind, 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
[0030] Example 1, imaging of plastic sand in still water by B-ultrasound
[0031] The test proves that according to the particle size of the measured particles, the reflection image of the sand particles in the water can be obtained by using the medical B-ultrasound instrument, selecting the appropriate ultrasonic frequency (2.5~7.5MHZ) and the appropriate signal gain.
[0032] figure 1 ,2,3 are actually collected images of suspended particles with different particle sizes. It can be seen that the B-ultrasound instrument can obtain clear images of sand particles with a particle size as small as 0.1mm.
Embodiment 2
[0033] Example 2 Image the sediment in water before and after starting by B-ultrasound
[0034] According to the particle size of the measured particles, the medical B-ultrasound instrument is used to select the appropriate ultrasonic frequency (2.5~7.5MHZ) and appropriate signal gain to obtain the image signal of underwater suspended particles near the river bed interface before and after the start-up flow velocity of sand particles in the water. Such as Figure 4 , 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 grains. It can be seen from the figure that the number of suspended particles above the river bed boundary has changed significantly before and after starting.
Embodiment 3
[0035] Example 3 Taking plastic sand as an example for model testing, Figure 6 is the relationship curve between the concentration of suspended particles and the flow rate measured by the method.
[0036] It can be seen that when the flow rate 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 / per frame. Frame (hereinafter referred to as the base concentration, which is caused by some other light suspended matter, not the real suspended sand particles). At this time, there is no obvious phenomenon of start-up movement of sand particles at the riverbed interface by manual visual observation; when the flow velocity increases to 3.21cm / s, the concentration of suspended particles increases from 10 per frame to 27 per frame, and the particle concentration is relative to the flow velocity Th...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


