An underground reservoir coal pillar dam damage area seepage monitoring device and monitoring method
A technology for underground reservoirs and monitoring devices, applied in measuring devices, measuring fluid pressure, fluid pressure measurement using optical methods, etc., can solve problems such as monitoring and early warning of coal pillar stability, line loss, and monitoring data loss , to achieve the effect of obtaining real and reliable osmotic pressure data, improving the effective service life and convenient monitoring data
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Embodiment 1
[0070] The seepage pressure monitoring device of the coal pillar dam damage area of the underground reservoir in this embodiment includes
[0071] Seepage pressure monitoring pipes 1, which have several, are placed horizontally in the coal pillar dam body 1000, and are evenly arranged in the flooding affected area 1010;
[0072] The seepage pressure monitoring pipe 1 is composed of a monitoring section 100 and a cable section 110;
[0073] The monitoring section 100 is provided with several seepage pressure monitoring positions 10 along the length direction of the seepage pressure monitoring pipe 1, and the length of the monitoring section 100 is greater than the length of the flooding affected area 1010 at its location;
[0074] A plurality of osmotic pressure monitors 2 are evenly distributed along the circumferential direction of the osmotic pressure monitoring pipe 1 at the 10 positions of the osmotic pressure monitoring position;
[0075] Cables are arranged in the cab...
Embodiment 2
[0081] The seepage pressure monitoring device of the coal pillar dam damage area of the underground reservoir in this embodiment is further improved on the basis of embodiment 1. The seepage pressure monitor 2 is a fiber grating piezometer, which includes:
[0082] Outer casing 20, which is a hollow casing with openings at both ends;
[0083] Permeable stone base 21, which is arranged at one end of the outer shell 20, and permeable stone 210 is embedded in the permeable stone base 21;
[0084] A fiber grating cavity 22, which is disposed at the other end of the outer shell 20, and a pressure-sensitive fiber grating 220 is disposed in the fiber grating cavity 22;
[0085] A pressure-sensitive diaphragm 23, which is an elastic sheet, is placed between the permeable stone base 21 and the fiber grating cavity 22, and the center of the pressure-sensitive diaphragm 23 is fixed to one end of the pressure-sensitive fiber grating 220; it also includes,
[0086] The initial stress re...
Embodiment 3
[0091] The seepage pressure monitoring device of the coal pillar dam damage area of the underground reservoir in this embodiment is further improved on the basis of Embodiment 2, and the seepage pressure monitoring pipe 1 also includes:
[0092] The main optical fiber 3 is arranged along the length direction of the seepage pressure monitoring pipe 1, and is fixed in the middle of the seepage pressure monitoring pipe 1 by an armored fixing structure 30;
[0093] The optical splitter 4, which is arranged at each osmotic pressure monitoring position 10, divides the main optical fiber 3 into multiple branch optical fibers 40 corresponding to each osmotic pressure monitor 2, and the branch optical fibers 40 are connected to the pressure-sensitive fiber grating 220 corresponding to the osmotic pressure monitor 2 .
[0094] The osmotic pressure monitoring pipe 1 of the present embodiment is as Figure 7 and Figure 8 As shown, in the cable section 110, the main optical fiber 3 is...
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