Water treatment flocculating agent
A flocculant and water treatment technology, applied in the field of water treatment additives, can solve problems such as difficult to meet environmental governance requirements, complex components of printing and dyeing wastewater, and many refractory substances, so as to achieve low cost of flocculation treatment, improve water treatment effect, and increase deposition effect of ability
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Embodiment 1
[0014] The flocculant composition of the present embodiment is 15 parts by weight of aluminum-containing compound, 15 parts by weight of ferric citrate, 5 parts by weight of polyferric sulfate, 3 parts by weight of sodium ferrate; 5 parts by weight of polyaluminum chloride, 10 parts by weight Nonionic polyacrylamide in parts by weight, ethylenediamine in 5 parts by weight and porous perlite micropowder in 3 parts by weight.
[0015] After draining 200mL of soil sludge, set up experimental group 1 and experimental group 2: experimental group 1 added 200 mg of the flocculant of this example, experimental group 2 added 200 mg of commercially available flocculant, stirred and mixed separately, settled until clarified, and then tested .
[0016] Among them, the PH value of the treated water in experimental group 1 was 7.3, the decolorization rate was 97.4%, the COD removal rate was 85.9%, the BOD removal rate was 74.2%, the total phosphorus removal rate was 93.7%, the total ammonia...
Embodiment 2
[0019] The flocculant is composed of 30 parts by weight of aluminum-containing compound, 20 parts by weight of ferric citrate, 8 parts by weight of polyferric sulfate, 5 parts by weight of sodium ferrate; 10 parts by weight of polyaluminum chloride, 15 parts by weight of non Ionic polyacrylamide, 10 parts by weight of ethylenediamine and 5 parts by weight of porous perlite powder.
[0020] Experimental group 3 took 200mL of soil sludge and drained it, added 200mg of the flocculant of this example, stirred and mixed, settled until clarified, and then tested. Among them, the pH value of the treated water in experimental group 3 was 7.1, the decolorization rate was 98.7%, and the COD The removal rate is 88.3%, the removal rate of BOD is 75.6%, the removal rate of total phosphorus is 94.6%, the removal rate of total ammonia is 46.3%, the residual rate of 20 micron solids is 12.3%, and the residual rate of flocculant is 18.2%.
Embodiment 3
[0022] The flocculant is composed of 20 parts by weight of aluminum-containing compounds, 17 parts by weight of ferric citrate, 6 parts by weight of polyferric sulfate, 3.5 parts by weight of sodium ferrate; 7 parts by weight of polyaluminum chloride, 12 parts by weight of non Ionic polyacrylamide, 7 parts by weight of ethylenediamine, 2 parts by weight of 200-mesh porous perlite fine powder and 1.2 parts by weight of fly ash fine powder.
[0023] Experimental group 4 took 200mL of soil sludge and drained it, added 200mg of the flocculant of this example, stirred and mixed, settled to clarification, and then tested. Among them, the pH value of the treated water in experimental group 4 was 7.2, the decolorization rate was 98.1%, and the COD The removal rate is 86.6%, the removal rate of BOD is 75.1%, the removal rate of total phosphorus is 94.2%, the removal rate of total ammonia is 45.8%, the residual rate of 20 micron solids is 15.8%, and the residual rate of flocculant is 14....
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