Method and system used for detecting pipeline sediment distribution and computer storage medium
A technology for detecting pipelines and sediments, applied in measuring devices, geophysical measurements, instruments, etc., can solve the problem of inability to quantitatively and accurately detect the distribution of sediments in pipelines
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Embodiment 1
[0167] In order to verify the feasibility of the method provided by the embodiments of the present application, an experimental system is set, and the schematic diagram of the experimental system is as follows Figure 9 shown. The station spacing of the horizontal pipeline is 100km, the inner diameter of the pipeline is 443mm, the absolute equivalent roughness of the pipeline is 0.01mm, and the elastic modulus is 207×103MPa. The density of the experimental fluid is 842.1kg / m 3 , the head of the pump at the first station is 30m. A regulating valve is arranged on the pipeline. There are regulating valves in the middle station of the first station. The downstream boundary is the valve and the fixed water level tank, which produces a constant pressure of 0.4MPa at the end of the fixed water level tank pipeline. It is assumed that the system can exert its maximum conveying capacity under the premise of satisfying the above conditions.
[0168] Assume that there is a 2km conges...
Embodiment 2
[0173] It is exactly the same as the pump-pipeline system in Example 1. Assume that there is a local blockage between the second station, and its parameters are shown in Table 3. Assume that the end valve is closed instantly, and two measurement points are set (at the end and 10km away from the end), can be obtained as Figure 11 The head change diagram shown. Assume now that by measuring Figure 11 The water head change diagram shown requires the clogging coefficients of the seven clogged sections (respectively k 1 、k 2 、k 3 、k 4 、k 5 、k 6 、k 7 ).
[0174] First of all, according to the method described in the patent specification, the calculation program for the transient flow of the fluid pipeline with partial blockage is compiled; then, the optimal objective function value function in discrete form is written; and through observation Figure 11 Medium pressure waveform, add the following constraints: k 1 2 3 4 , and k 4 ﹥k 5 ﹥k 6 ﹥k 7 , after estimation, the ...
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