Method and system for monitoring oil-gas pipeline in mining subsidence area and system constructing method

A technology for oil and gas pipelines and collapse areas, applied in pipeline systems, measuring devices, and optical devices, etc., can solve problems such as fiber grating sensing that have not been seen

Inactive Publication Date: 2012-02-08
PETROCHINA CO LTD
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Problems solved by technology

[0018] Due to these advantages, in the field of geotechnical engineering, fiber grating sensors are easy to embed in rock and soil for high-resolution and wide-range measurement of internal strain and temperature. The technical advantages are very obvious, especially in the

Method used

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  • Method and system for monitoring oil-gas pipeline in mining subsidence area and system constructing method

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Example Embodiment

[0148] Example. This example is an experimental method and system, and its composition is as Figure 1-Figure 12 Shown. A test was conducted on a mined-out collapse area with a mining depth of 10, a mining length of 15m, a pipeline buried depth of 3m, and a pipeline length of 130m. The diameter of the pipe is 168mm, the wall thickness is 6mm, and the steel grade is L245.

[0149] Oil and gas pipeline monitoring system in goaf subsidence area

[0150] The system is divided into on-site acquisition and launching system and remote receiving and analysis system, which specifically includes pipe strain monitoring device, pipe-soil relative displacement monitoring device, horizontal deformation monitoring device in the goaf collapse area, on-site monitoring station, and office receiving terminal (host computer) .

[0151] The overall composition of the oil and gas pipeline monitoring system in the goaf subsidence area is as follows figure 2 Shown. Install the fiber grating strain senso...

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Abstract

The invention discloses a method and a system for monitoring an oil-gas pipeline in a mining subsidence area and a system constructing method. The method comprises the following steps of: monitoring axial strain of a pipe body with a fiber grating strain sensor, monitoring pipe-soil relative replacement with a fiber grating displacement sensor, and monitoring horizontal deformation of a soil body with a fiber grating sensor; demodulating and preprocessing signals acquired by the sensors, and transmitting the signals to a remote monitoring center; further analyzing and processing data in the monitoring center, and computing horizontal deformation change of a soil body on the top of the pipe in the mining subsidence area, axial strain change of the pipe body and pipe-soil relative displacement change; judging the state stabilities of the pipe body strain change and the soil body strain change, and judging whether the data surpass threshold values; when three parameter values are smaller than respective threshold values, judging that the pipeline is in a safe state; and when the axial strain of the pipe body reaches 70 percent of a pipe body limit strain value, or a pipe-soil relative displacement value reaches a threshold value and keeps constant, or a horizontal deformation curve of the soil body changes suddenly, performing pipeline safety joint early-warning.

Description

technical field [0001] The invention relates to an oil and gas pipeline monitoring method and system in a goaf subsidence area and a construction method of the system based on optical fiber grating sensing technology, and relates to the technical fields of stress measurement, temperature measurement, similar linear dimension measurement and pipeline system. Background technique [0002] The space formed after the underground mine is mined is called the goaf. After the underground mineral layer is mined, the upper rock layer loses its support, the balance condition is destroyed, and then it bends and collapses, so that the surface sinks and deforms, causing the surface to subside and form a depression. With the continuous expansion of the goaf, the depression continues to develop and form the goaf subsidence area, which will cause damage to the above-ground or underground buildings (structures). Goaf subsidence disaster is one of the main forms of geological disasters that c...

Claims

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Application Information

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IPC IPC(8): F17D5/00G01B11/16G01B11/02
Inventor 吴张中马云宾郝建斌韩冰荆宏远刘建平谭东杰蔡永军李柏松
Owner PETROCHINA CO LTD
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