Multi-medium constructed wetland water treatment system and treatment method thereof
A water treatment system and constructed wetland technology, applied in the field of water treatment, can solve problems such as blockage of macromolecular organic matter and suspended matter, hindering the development and promotion of constructed wetlands, and complex pollutant components, so as to improve blockage, good removal effect, Improve the effect of adaptability and application range
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Embodiment 1
[0034] see figure 1 , the sewage to be treated first flows into the water inlet tank 1, and a 1cm×1cm mesh grille 2 is placed in the water inlet tank 1 to remove large floating objects and sundries to prevent blockage. Then the sewage passes through the diversion pipe 3, and the flow meter 4 is adjusted to control the sewage flow to make it meet the set hydraulic load and hydraulic retention time, and then adjust the first water inlet valve I5; the second water inlet valve I6; the third water inlet valve Ⅰ7; the fourth water inlet valve Ⅰ8; the fifth water inlet valve Ⅰ9 and the sixth water inlet valve Ⅰ10, which can control the flow direction of sewage and select the wetland treatment unit. The wetland device consists of four horizontal subsurface flow constructed wetlands A, B, C and D and two surface flow constructed wetlands E and F. During operation, a single wetland unit or a series combination of multiple wetland units can be selected according to the actual needs of se...
Embodiment 2
[0049] In the test of the present invention, domestic sewage of three different concentration levels was artificially prepared, the first water inlet valve I5, the first valve 16, the second valve II17, the third valve II18, the fourth valve II19, and the fifth valve II20 were opened. Close other valves, and open the sixth water intake 26, choose the method of series combination of six wetland units A-F for treatment, the daily design treatment water volume is 30L / d, the hydraulic retention time is about 5 days, and take samples from each water intake along the way Analyze, obtain experimental data as follows table 1, table 2 and table 3:
[0050] Table 1: Low Phosphorus and Low Nitrogen Domestic Sewage (mg / L)
[0051]
TN
NH 4 + -N
NO 3 - -N
TP
COD
flooded
18.51
4.18
7.29
0.25
238.37
A
9.52
1.40
5.48
0.18
108.33
B
2.02
0.97
0.43
0.01...
Embodiment 3
[0059] Only a single surface flow wetland unit is selected to treat the sewage with three concentrations to obtain the data of the surface flow wetland, which provides a reliable basis for selecting the wetland operation mode.
[0060] Artificially prepare three kinds of domestic sewage with different concentration levels, open the fifth water inlet valve I9 and the sixth water inlet valve I10, close all other valves, and open the fifth water intake 25 and the sixth water intake 26, select E and F wetlands Units are connected in parallel for treatment, the daily design treatment water volume is 10L / d, and the hydraulic retention time is about 5 days. The obtained experimental data are as follows in Table 4, Table 5 and Table 6:
[0061] Table 4: Low Phosphorus and Low Nitrogen Domestic Sewage
[0062]
[0063] Table 5: Domestic sewage with medium phosphorus and medium nitrogen
[0064]
[0065] Table 6: High phosphorus and high nitrogen domestic sewage
[0066]
...
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