A detection method for damage and leakage of anti-seepage layer in landfill
A detection method and technology of anti-seepage layer, which can be applied in the direction of detecting the appearance of fluid at the leakage point and using liquid/vacuum degree for liquid tightness measurement, etc., which can solve the problems of inaccurate positioning and leakage judgment of the leakage point of the anti-seepage layer. , to avoid missed judgments or even misjudgment of missing points, improve accuracy, and reduce engineering losses
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Embodiment 1
[0048] Use this detection method to accurately locate the leakage point of the high-density polyethylene geomembrane under the pebble cover layer:
[0049] Divide the detection area into several square sub-regions with a side length of 32m, and each sub-region is divided into sub-regions. With the center of the sub-region as the centroid, draw the first area 1 and 8m of the square side length 4m one by one with lime powder The second zone 2, the third zone 3 of 16m, the fourth zone 4 of 32m, with the centroid as the starting point, first draw 8 first detection lines 6 whose adjacent included angles are 45 °, the second zone 2, Each side of the third area 3 and the fourth area 4 is divided into eight sections by the first detection line 6, and the midpoints of the corresponding sections are connected to form the second detection line 7. At this time, each side of the third area 3 and the fourth area 4 The side is divided into 16 segments by the connecting line, and the midpoint...
Embodiment 2
[0052] Use this detection method to accurately locate the leakage point of the high-density polyethylene geomembrane under the clay cover layer:
[0053] Divide the detection area into several square sub-regions with a side length of 64m, and each sub-region is divided into sub-regions, with the center of the sub-region as the centroid, draw the first area 1 and 8m of the square side length 4m one by one with lime powder The second zone 2 of 16m, the third zone 3 of 16m, the fourth zone 4 of 32m and the fifth zone 5 of 64m, starting from the centroid, first draw 8 first detection lines with adjacent angles of 45° 6. The sides of the second area 2, the third area 3, the fourth area 4 and the fifth area 5 are divided into eight segments by the first detection line 6, and the midpoints of the corresponding segments are connected to form the second detection line 7, which Each side of the third zone 3, the fourth zone 4 and the fifth zone 5 is divided into 16 sections by connectin...
Embodiment 3
[0056] Use this detection method to accurately locate the leakage point of the high-density polyethylene geomembrane under the gravel cover layer:
[0057] Divide the detection area into several square sub-regions with a side length of 48m, each sub-region is divided into sub-regions, and the center of the sub-region is used as the centroid, and the first area 1 and 6m with a circle diameter of 3m are drawn one by one with lime powder The second zone 2 of 12m, the third zone 3 of 12m, the fourth zone 4 of 24m and the fifth zone 5 of 48m, with the center of the circle as the starting point, first draw 8 first detection lines 6 with adjacent angles of 45° , the sides of the second area 2, the third area 3, the fourth area 4 and the fifth area 5 are divided into eight sections by the first detection line 6, and the midpoints of the corresponding sections are connected to form the second detection line 7. The sides of the third district 3, the fourth district 4 and the fifth distr...
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