Constructed wetland filler construction method
A technology of artificial wetland filler and construction method, which is applied in the direction of chemical instruments and methods, special treatment targets, water/sludge/sewage treatment, etc., and can solve the problems of invisible damage to composite anti-seepage layers and pipelines, reduced purification effect of constructed wetlands, water and soil To improve the anti-seepage effect and anti-extrusion ability, reduce the volume and probability, and reduce the loss of fillers
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Embodiment 1
[0055] Embodiment 1 of the present application discloses a construction method for artificial wetland filling. When performing horizontal flow artificial wetland filling, the following steps are included:
[0056] S1. Reference figure 1 and figure 2 , first use excavation equipment to excavate and flatten the foundation pit on the construction site, lay retaining walls 1 on both sides of the foundation pit, and lay a composite anti-seepage layer 2 on the excavated foundation pit;
[0057] The composite anti-seepage layer 2 sequentially includes a lower fine soil layer 21, an anti-seepage film 22, an upper fine soil layer 23 and a non-woven fabric layer 24 from bottom to top, and the thickness range of the lower fine soil layer 21 is 50mm-200mm. The thickness in the present embodiment 1 is 100mm, and the anti-seepage membrane 22 is a composite geomembrane, and the thickness range is 0.5mm-2mm, and the thickness in the present embodiment 1 is 1mm, and the thickness range of th...
Embodiment 2
[0079] refer to Figure 7 and Figure 8 , Example 2 of the present application is a vertical flow artificial wetland filler construction method, and the construction steps differ from Example 1 in that:
[0080] S1. Referencefigure 1 , first use excavation equipment to excavate and flatten the foundation pit on the construction site, lay retaining walls 1 on both sides of the foundation pit, and lay a composite anti-seepage layer 2 on the excavated foundation pit;
[0081] S2. Lay the first layer of anti-blocking layer 3 composed of large-grain gravel at the parapet wall 1 near the water inlet pipe;
[0082] S3. Manually excavate the pipe groove 31 on the first anti-blocking layer 3, and place the water distribution horizontal pipe 32 in the pipe groove 31, and set it horizontally. The circumferential side wall of the water distribution horizontal pipe 32 is close to the adjacent protection After the position of the water inlet pipe of wall 1 extends to the parapet wall 1, i...
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Abstract
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