Method for sewage treatment by using biological flocculant
A biological flocculant and sewage treatment technology, applied in the direction of flocculation/sedimentation water/sewage treatment, water/sewage treatment, water/sludge/sewage treatment, etc., can solve the problem of low comprehensive flocculation efficiency and large usage of biological flocculants and other problems to achieve the effect of avoiding the reduction of scratching effect, improving the effect and reducing consumption
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Embodiment 1
[0029] The domestic sewage collected from Zhengzhou Airport Area No. 2 Sewage Treatment Plant will be treated by the following methods.
[0030] The following parts are parts by mass;
[0031] A, preparation of biological flocculant;
[0032] 25 parts of polyferric sulfate, 3 parts of sodium silicate and 12 parts of chitosan are mixed to prepare component A;
[0033] 45 parts of corncob powder, 10 parts of activated carbon granules, 30 parts of walnut shell powder, 5 parts of potato starch and 5 parts of sodium cetyl sulfonate were mixed to obtain component B;
[0034] B, drop into component A in the sewage to be treated, the input amount of component A is 0.12kg / ton, leave standstill after fully stirring, get supernatant after removing sediment;
[0035] C. Put component B into the supernatant obtained in step B, and the input amount of component B is 0.2kg / ton. After fully stirring, use a filter press to filter the water body, and make a mud cake.
[0036] The processing ...
Embodiment 2
[0045] The industrial wastewater collected from Zhengzhou Shuangqiao Wastewater Treatment Plant will be treated by the following methods.
[0046] The following parts are parts by mass;
[0047] A, preparation of biological flocculant;
[0048] Mix 30 parts of polyferric sulfate, 5 parts of sodium silicate and 10 parts of chitosan to prepare component A;
[0049] 40 parts of corn cob powder, 15 parts of activated carbon granules, 30 parts of walnut shell powder, 5 parts of potato starch and 3 parts of sodium cetyl sulfonate were mixed to obtain component B;
[0050] B, drop into component A in the sewage to be treated, the input amount of component A is 0.2kg / ton, leave standstill after fully stirring, get supernatant after removing sediment;
[0051] C. Put component B into the supernatant obtained in step B, and the input amount of component B is 0.2kg / ton. After fully stirring, use a filter press to filter the water body, and make a mud cake.
[0052] The processing step...
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