Prediction method of depth-averaged two-dimensional water flow direction in curved compound channel with submerged vegetation on beach
A bending compound and prediction method technology, applied in the fields of hydraulics and river dynamics, can solve the problem of no further research and proposed mechanism, the average two-dimensional water flow direction prediction method of the main river channel water depth, etc., so as to improve the flow direction prediction efficiency. and accuracy, ensuring the accuracy of flow direction prediction, the effect of broad generalizability
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Embodiment 1
[0061] This example explains in detail the prediction formula of the average water depth two-dimensional water flow direction and horizontal average value of any section between the entrance section and the curved top section of a curved compound river channel with submerged vegetation obtained through the test of the curved compound channel flume.
[0062] ①Test purpose
[0063] Analyze the vertical development process of the secondary flow vortex between the entry section and the curved top section of the curved compound channel with submerged vegetation in the beach through the flume test, determine the distribution law of the secondary flow vortex height in different sections, and pass the test results Determining the relational formula of the depth-average water flow in the area above the secondary flow vortex, and proposing the horizontal average value of the depth-average two-dimensional flow direction of any section between the entrance section and the top section of a ...
Embodiment 2
[0117] The method for predicting the average two-dimensional water flow direction of the mean two-dimensional water flow of a curved compound channel with submerged vegetation in the beach provided by this embodiment includes the following steps:
[0118] (1) For the flow rate U 0 >0cm / s curved compound channel, according to the Reynolds number Re of the curved top section, determine whether the water flow in the curved compound channel is turbulent; if Re>1000, the water flow is turbulent, enter step (2), if Re≤1000, the program ends; Q is the flow rate of the section to be predicted in the curved compound channel, A is the area of the section, R is the hydraulic radius, X is the wet area, v is the viscosity coefficient and the value is 0.01cm 2 / s 2 ;Wet perimeter X refers to the boundary line where the fluid contacts the river on the curved compound channel flow section;
[0119] (2) According to the curvature s of the curved compound channel, determine whether the c...
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