Rural domestic sewage treatment device and sewage treatment method
A technology for domestic sewage and treatment devices, which is applied in biological water/sewage treatment, water/sludge/sewage treatment, anaerobic digestion treatment, etc., and can solve the problem that the constructed wetland system cannot remove total nitrogen and ammonia nitrogen from rural domestic sewage at the same time. , to reduce the number of colonies, improve the removal efficiency, and achieve the effect of efficient removal
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Embodiment 1
[0050] Such as figure 1 with 2 As shown, a rural domestic sewage treatment device includes a pool body, which is separated into a vertical flow artificial wetland pool 1 and an AAO filter pool 2 connected in sequence by a first partition wall 3;
[0051] Among them, a water inlet pipe 12 is provided above the vertical flow artificial wetland pool 1, and the water inlet pipe 12 is connected with the water inlet pump 11, and the water inlet pump 11 is connected with the regulating tank for carrying rural domestic sewage, and the water inlet pump 11 pumps the sewage to the water inlet pipe 12 and enter the vertical flow constructed wetland pool 1 through the water inlet pipe 12. Just below the water inlet 121 of the water inlet pipe 12 is provided with buffer plates 13 such as plastic plates or stainless steel plates that can withstand water pressure 15 times larger than the water inlet area. The material of water inlet pipe 12 can be common water inlet pipes such as steel pipe...
Embodiment 2
[0065] In this embodiment, rural domestic sewage in a typical plain river network area is used for treatment. Before treatment, the indicators of various pollutants in the sewage are as follows: COD is 146mg / L, ammonia nitrogen is 36mg / L, TN is 41mg / L, and TP is 3mg / L. Fecal coliform count 3.5×10 6 a / L.
[0066] The mode of controlling intermittent water inflow is: water inflow 6 times a day, water inflow time is 120min / day, hydraulic load is 0.15m 3 / m 2 d, the hydraulic retention time is 2 days.
[0067] result Figure 8 Shown: After artificial wetland treatment, the removal rates of COD, ammonia nitrogen, TN and TP in the anaerobic tank were 89%, 85%, 47% and 24%, respectively, and fecal coliform bacteria from 3.5×10 6 A / L reduced to 2.1×10 4 a / L. After anoxic and aerobic treatment, the concentrations of pollutants in the effluent were reduced to 4.8mg / L, 2.7mg / L, 19.6mg / L, 2.0mg / L and 1.9×10 4 a / L.
Embodiment 3
[0069] A small test was used to compare the effluent quality of different treatments, among which, the following treatments were set:
[0070] (1) device structure of the present invention;
[0071] (2) U-shaped anaerobic zone constructed wetland + AAO; U-shaped anaerobic zone constructed wetland refers to a vertical flow constructed wetland in which the drain is placed outside the pool body and higher than the bottom of the pool. The constructed wetland in the U-shaped anaerobic zone is connected in series with the AAO, and the sewage is firstly treated by the constructed wetland, and then enters the AAO filter through the outlet for further treatment.
[0072] (3) Constructed wetland + AAO. Constructed wetlands refer to vertical flow constructed wetlands where the outfall is level with the bottom of the pool. The constructed wetland is connected in series with the AAO, and the sewage is firstly treated by the constructed wetland, and then enters the AAO filter through the ...
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