Composite dephosphorizing coagulant for secondary effluent of sewage treatment plant and treatment method
A sewage treatment plant, secondary effluent technology, applied in the direction of flocculation/sedimentation water/sewage treatment, etc., can solve the problems of difficulty, strict operation and poor operation stability of biological phosphorus removal process, and achieve low cost and small operation. Cost, the effect of the best treatment effect
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Embodiment 1
[0029] Take by weighing 1000g polyaluminum chloride, 4600g aluminum sulfate and 47.6g sodium metasilicate respectively, dissolve in 10L water, stir and mix and configure the total effective content (the effective content of polyaluminum chloride and aluminum sulfate is expressed as Al 2 o 3 Calculated, the effective content of sodium metasilicate is SiO 2 meter) with a mass concentration of 10% compound phosphorus removal coagulant.
Embodiment 2
[0031] Take by weighing 3200g polyaluminum chloride, 100g ferric chloride and 47.6g sodium metasilicate respectively, dissolve in 10L water, stir and mix and configure total effective content (the effective content of polyaluminum chloride is expressed in terms of Al 2 o 3 In terms of, the effective content of ferric chloride is Fe 2 o 3 Calculated, the effective content of sodium metasilicate is SiO 2 meter) with a mass concentration of 10% compound phosphorus removal coagulant.
Embodiment 3
[0033] Use the composite dephosphorization coagulant prepared in Example 1 to treat the secondary effluent. The secondary effluent comes from Hefei Wangxiaoying Sewage Treatment Plant. Table 1 is the average monthly water quality characteristics of 12 months in 2008: (wherein CODcr: chemical oxygen demand; SS: suspended matter; TP: total phosphorus; BOD5: five-day biochemical oxygen demand; NH3-N: ammonia nitrogen; PH : pH)
[0034] Table 1: The average monthly secondary effluent water quality characteristics in 2008 Unit: mg / L
[0035] date
CODcr
SS
TP
BOD5
NH3-N
pH
2008.1
38.6
6.9
1.2
4.16
2.46
7.7
2008.2
38.8
6.0
1.1
4.48
2.05
7.7
2008.3
47.4
11.2
0.392
4.68
5.80
7.7
2008.4
71.4
19.1
0.609
11.54
5.25
7.7
2008.5
85.2
22.1
0.968
23....
PUM
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