A Method for Predicting the Length of Sediment Deposition Area at the Tail End of River Vegetation Group
A prediction method and technology of deposition area, applied in the fields of hydraulics and river dynamics, can solve the problem of predicting the length of sediment deposition area at the end of submerged vegetation group
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0052] In this embodiment, the judgment conditions for predicting the length of the sediment deposition area at the tail end of the channel vegetation group are determined by simulating the sediment deposition test of the river channel.
[0053] ①Test purpose
[0054] The length of the sediment deposition area at the tail end of the vegetation group was determined through the flume test under 12 groups of working conditions, and the obtained test results were summarized to propose a prediction method for the length of the sediment deposition area at the tail end of the high-density vegetation group.
[0055] ② Test equipment
[0056] The main equipment is shown in Table 1.
[0057] Table 1 Instruments and equipment used in sediment deposition test and flow velocity measurement
[0058]
[0059] ③Test conditions
[0060] Table 2 Sediment deposition test and ADV velocity measurement working conditions
[0061] Condition u 0 (cm / s)
D (cm) h(cm) H(cm) ...
Embodiment 2
[0102] The verification test working condition that embodiment 2 laboratory carries out
[0103] In this embodiment, three sets of supplementary experiments are further designed to verify the validity of the method for predicting the length of the sediment deposition area at the tail end of the channel vegetation group. Three groups of tests were carried out in a straight flume with a width of 1.2m and a water depth of 13.5cm. The average velocity of the upstream flow was U 0 = 9.5 cm / s. The density of the three groups of vegetation groups is the same, all a=0.2cm -1 . The designed non-submerged vegetation group (working condition Y1) has η(C d aD)=8.4, satisfying the judgment condition of high-density non-vegetation group (η>4); the designed submerged vegetation group (working conditions Y2 and Y3) has ah=2.2, meeting the judgment of high-density submerged vegetation group (ah>0.1) condition. The initial concentration of suspended sediment particles in the test is 135g / m...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


