An Accurate Positioning Method for Underground Pipelines Based on Geographical Coordinate Information of a Single Nozzle
A technology of geographic coordinates and underground pipelines, applied in the directions of measuring instruments, instruments, surveying and navigation, etc., can solve the problem of inability to solve the precise geographic spatial position of the pipeline, and achieve the effect of high precision, high accuracy and fast measurement speed.
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Embodiment 1
[0035] like figure 1As shown, the pipeline to be tested is AB, where A is a known nozzle, and the geographic coordinates of the nozzle at end B are unknown. In this embodiment, the precise positioning of the pipeline AB is carried out, and a method for precise positioning of the underground pipeline based on the geographical coordinate information of a single nozzle is adopted, which includes the following steps:
[0036] ① Measure the coordinates of the known nozzle A of the pipeline, and prepare for measurement by wearing a traction rope in the pipeline to be tested;
[0037] ②A virtual point method is used to set a virtual extension pipeline AC at the nozzle of the known pipeline;
[0038] ③ Use instruments to measure the three-dimensional information of the pipeline from the nozzle C of the extension pipeline to the nozzle B of the unknown pipeline;
[0039] ④ Convert and obtain the three-dimensional geographic coordinate information of underground pipelines, and perform...
Embodiment 2
[0059] like figure 2 As shown, the pipeline AB to be tested, wherein A is a known nozzle, and B is a position nozzle, and the pipeline AB is accurately positioned in this embodiment.
[0060] Embodiment 2 is similar to Embodiment 1, the difference is that in step ②, the actual extension line method is used to obtain an extended section of curve CA by extending a section of actual pipeline at the known nozzle, and the length of the pipeline extension line is 1 Meter.
Embodiment 3
[0062] like image 3 As shown, the pipeline to be tested is AB, wherein A is a known nozzle, and the geographic coordinates of the nozzle at the B end are unknown. In this embodiment, the pipeline AB is accurately positioned.
[0063] Embodiment 3 is similar to Embodiment 1, the difference is that the working conditions of this embodiment cannot satisfy the actual pipeline along the outer section, so in step ③, the dotted line extension method is adopted, and a laser is used to extend a section in the tangential direction of the end A of the nozzle For the straight line MN, the length of the virtual extension line is 3.8 meters.
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