Prediction method of mean flow direction of water depth and mean flow direction of meandering river channel in floodplain
A curved river channel and prediction method technology, applied in the field of hydraulics and river dynamics, can solve the problem of not finding the average water flow direction of the curved main channel water depth, etc.
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Embodiment 1
[0066] In this embodiment, the formula for predicting the mean water depth, average water flow, and lateral average value of the flow direction of any section between the bend-entry section and the curved top section of the floodplain curved channel obtained through the test of the curved channel flume is described in detail.
[0067]①Test purpose
[0068] The vertical development process of the secondary flow vortex between the entrance section and the curved top section of the floodplain curved channel was analyzed through the flume test, the distribution law of the height of the secondary flow vortex in different sections was determined, and the secondary flow vortex was determined through the test results. The relational expression of the depth-average water flow direction inside and above the vortex group is proposed, and the horizontal average prediction formula of the depth-average water flow direction of any section between the bend section and the top section of the fl...
Embodiment 2
[0123] The method for predicting the average water flow direction of floodplain curved channel water depth provided in this embodiment includes the following steps:
[0124] (1) For the flow rate U 0 >0cm / s curved channel, calculate the flow Reynolds number Re of the curved top section of the curved channel, if Re>Rel, it is determined that the water flow in the curved channel is turbulent, enter step (2), if Re≤Rel, the program ends; The flow Reynolds number Re of the river bend section is calculated according to the following formula:
[0125]
[0126] Where Q is the total flow of the curved channel, A is the cross-sectional area of the curved top section, R is the hydraulic radius of the curved top section, X is the wetted area, which refers to the boundary line where the fluid contacts the river on the flowing section of the curved river, and v is the viscosity coefficient with a value of 0.01cm 2 / s; Rel is the critical Reynolds number of turbulent flow, which can...
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