Energy-saving and emission-reducing town sewage treatment system
A technology for urban sewage, energy saving and emission reduction, applied in the fields of water/sewage multi-stage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc. and other problems to achieve the effect of stable hydraulic load
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[0080] Embodiment 1 The structure and process of the sewage treatment system of the present invention
[0081] Explained with lifting as the leading process technology, see the structure figure 1 :
[0082] 1. Sewage is collected through the municipal pipe network, and enters the grille pool 2 at the front end of the sewage treatment device from the water inlet pipe 1. The grille pool 2 is equipped with an artificial grille or a mechanical grille 3 to remove the larger possible blockage in the sewage The solid matter of the pump 5 is lifted by self-stirring, and the grid slag is regularly transported out for disposal.
[0083] The sewage treated by the grid 3 enters the adsorption tank 4, and the sewage self-stirring lifting pump 5 is installed in the adsorption tank 4, and the self-stirring lifting pump 5 achieves high water level 6 operation and low water level 7 shutdown. Sewage self-stirring lifting pump 5○ Priority is given to the automatic-stirring sewage pump, which is charac...
Example Embodiment
[0134] Example Newly built small town treatment experiment
[0135] Newly built small towns, the annual average climate is around 18℃, the average minimum temperature in winter is 6~8℃, and the summer is relatively hot. The maximum temperature in July and August is above 35℃. The sewage treatment scale is 5000 tons / day (250 Ton / hour), implemented in two phases. The sewage treatment scale of the first phase is 2500 tons / day (125 tons / hour).
[0136] 1. The sewage is treated by lifting, and the structure units are as follows:
[0137] 1. There are four groups of adsorption tanks, and the process size of a single group is:
[0138] 4.8m×4.8m×4.5m, the pool capacity is 414.72m 3 ;
[0139] 2. There are four groups of anoxic tanks, and the process size of a single group is:
[0140] 4.8m×4.8m×4.5m, the pool capacity is 414.72m 3 ;
[0141] 3. There are four groups of aeration tanks, and the process size of a single group is:
[0142] 7.5m×4.8m×4.9m, the pool capacity is 705.60m 3 ;
[0143] 4. ...
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