Compound vertical tidal flow constructed wetland method and device
A technology of constructed wetlands and tidal flow, applied in chemical instruments and methods, aerobic and anaerobic process treatment, water/sludge/sewage treatment, etc. Can not achieve water storage and other problems, to achieve the effect of improving water quality removal rate, reducing the accumulation of clogging substances, and reducing greenhouse gas emissions
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Embodiment 1
[0041] A technical method for compound vertical tidal flow artificial wetland, the steps are:
[0042] A. A compound vertical tidal flow artificial wetland automatic control water inlet and outlet device needs to be installed at the beginning of the establishment of the wetland. The first DN2524V solenoid valve 1A and the second DN2524V solenoid valve 1B are respectively connected to the water inlet pipe and the emptying pipe, and then used The electric wire is connected with the solenoid valve controller, and the water in and out time is regulated by the controller.
[0043] B. It needs to meet the water pressure of 0.04 or 0.06 or 0.08 or 0.1Mpa to start through the solenoid valve. In order to ensure the normal start of the solenoid valve, the first DN25Y filter 3A should be connected to the water inlet pipe, and then connected to the first DN25280W pipeline Booster pump 2A, the pump outlet position is connected to the first DN2524V solenoid valve 1A, and finally the first D...
Embodiment 2
[0052] A composite vertical tidal flow artificial wetland device, consisting of a first DN2524V solenoid valve 1A, a second DN2524V solenoid valve 1B, a first DN25280W pipeline booster pump 2A, a second DN25280W pipeline booster pump 2B, and a first DN25Y type filter 3A , The second DN25Y filter 3B, DN75 water collection pipe 4, DN75 water distribution pipe 5, DN25 water inlet pipe 6, 2P 10A air switch circuit breaker 7, 220V microcomputer time control switch 8, 220V solenoid valve controller 9, DN50 emptying pipe 10. Composition of 2m×1m×1m compound vertical flow artificial wetland with water storage tank 11. It is characterized in that: 2m×1m×1m compound vertical flow artificial wetland is connected by two independent wetlands of 1m×1m×1m, and holes are opened at the bottom of the middle wall connecting the two wetlands, and the descending pool and the ascending pool are installed There are DN50 emptying pipes 10 (DN50 emptying pipes connected in series), forming a U-shaped ...
Embodiment 3
[0060] The device in Example 2 is A according to the dry-wet time ratio. 0h: 24h; B. 6h:18h;C. 12h: 12h respectively run the small-scale compound tidal flow artificial wetland with a matrix filling height of 100cm×100cm×80cm. After the operation is stable, collect matrix samples and analyze the clogging situation. The monitoring data are as follows:
[0061]
[0062] According to the monitoring data of blockage degradation, porosity and filtration rate of the three sets of devices (the samples were collected after pre-buried), it is believed that the surface layer of the first set of constructed wetlands may be clogged, and the first set A is not operated in a dry-wet state. Composite Vertical Flow Constructed Wetlands.
[0063] Under this condition, the CH of A device 4 The gas flux and effluent total nitrogen are higher than BC (30%-50%), and the effluent total phosphorus is significantly higher than BC (50%-90%). It shows that the compound tidal flow (TF-IVCW) operat...
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