River way lateral seepage wall composition and construction method thereof
A technology for lateral seepage walls and river channels, which is applied in river remediation, sustainable biological treatment, aerobic process treatment, etc., can solve the problem of aerobic microorganisms with poor re-oxygenation conditions, does not belong to the underground infiltration method, and affects the treatment effect of the system, etc. problems, to achieve the effect of less demanding construction requirements, simple construction and investment saving
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Embodiment 1
[0032] See Figure 1 to Figure 5 , constructed by Figure 1 to Figure 4 The shown lateral seepage wall structure includes the following steps:
[0033] A) Excavate side seepage trenches to figure 1 The state shown is an example, on one side of the river bed 21 of the river channel 2, that is, on the left side, a road extending toward the length direction of the river bank 22 is excavated, and at the same time, it is extended toward the depth of the bank surface of the river bank 22 and is in line with the river bank 22. The side seepage ditch 221 parallel to the riverbed 21, the excavation (i.e. earthwork) produced when excavating the side seepage ditch 221 is utilized on the spot to construct the infiltration island in the river. The extent of extension constitutes the length of the side seepage ditch 221, and the length of the side seepage ditch 221 of the present embodiment is 60m; The height of the side seepage ditch 221, and the height of the side seepage ditch gradually...
Embodiment 2
[0044] Only change the length of the side seepage ditch 221 in step A) to 100m, the height of the side seepage ditch 221 gradually increases from 5m at the border of the river bed 21 of the river channel 12 to 6m in the direction away from the river bed 21, and the width of the side seepage ditch 221 Change it to 5m; only change the length of the lateral seepage wall 1 of the lateral seepage wall in step B) to 100m, and the height of the lateral seepage wall of the lateral seepage wall 1 is from the border of the river bed 21 of the river channel 2 5m gradually increases to 6m toward the direction away from (away from) the riverbed 21, the width of the side seepage wall body of the side seepage wall body 1 is changed to 5m, the thickness of the gravel layer 11 is changed to 15 cm, and the thickness of the percolation material The ratio of parts by weight is changed to: 80 parts of zeolite and 20 parts of ceramsite, the left side standpipe 31 is 5m, 15m, and 25m away from the st...
Embodiment 3
[0046] Only change the length of the side seepage ditch 221 in step A) to 80m, and the height of the side seepage ditch 221 gradually increases from 4m at the border with the river bed 21 of the river channel 12 to 5m in the direction away from the river bed 21, and the width of the side seepage ditch 221 Change it to 3m; only change the length of the lateral seepage wall 1 of the lateral seepage wall in step B) to 80m, and the height of the lateral seepage wall of the lateral seepage wall 1 is from the border of the river bed 21 of the river channel 2 4m gradually increases to 5m toward the direction away from (away from) the riverbed 21, the width of the side seepage wall body of the side seepage wall body 1 is changed to 3m, the thickness of the gravel layer 11 is changed to 30cm, and the thickness of the seepage material is changed to 30cm. The ratio of parts by weight is changed to: 70 parts of zeolite and 30 parts of ceramsite, the left side standpipe 31 is 5m, 15m, and 2...
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Abstract
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