Multi-filter sludge dewatering system and method for single continuously conditioning pool
A technology for sludge dehydration and conditioning tanks, applied in water/sludge/sewage treatment, sludge treatment, chemical instruments and methods, etc. Long mud conditioning time and other problems, to achieve the effect of short conditioning time, low operation and maintenance costs, and good dehydration effect
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Embodiment 1
[0048] A single continuous conditioning tank and multiple filter sludge dewatering method, the specific steps are as follows: the sludge in the sludge thickening tank 11 is first concentrated by a sludge thickener 12 to a sludge moisture content of 89%, and then passed through a screw feed pump 13 With a flow velocity greater than 1m / s and a flow rate of 0.0181m 3 / s is sent to the pipeline mixer 22, while the tail water reuse device 4 automatically reuses the tail water to the pipeline mixer 22 to adjust the sludge moisture content to 92%, and the conditioning agent 30%H 2 O 2 , FeSO 4 ·7H 2 O and H 2 SO 4 According to the weight ratio and the dry sludge ratio, the ratios are 0.1875, 0.261 and 0.23. The sludge is mixed in the pipeline mixer 22, and the mixed sludge is continuously dynamic from the radius r=1.8m under the condition of 4℃. The bottom of the conditioning tank 21 enters (the height of the discharge port of the conditioning tank 21 is 1.42m). When the liquid level in...
Embodiment 2
[0050] A method for dewatering sludge in a single continuous conditioning tank with multiple pressure filters. The specific steps are as follows: the sludge in the sludge thickening tank 11 is first concentrated by a sludge thickener 12 to a sludge moisture content of 91%, and then passed through a screw feed pump 13 With flow velocity greater than 1m / s, flow rate 0.0243m 3 / s is sent to the pipeline mixer 22, while the tail water reuse device 4 automatically reuses the tail water to the pipeline mixer 22 to adjust the sludge moisture content to 92%, and the conditioning agent 30%H 2 O 2 , FeSO 4 ·7H 2 O and H 2 SO 4 According to the weight ratio and the dry sludge ratio, the ratios are 0.1875, 0.261 and 0.23. The sludge is mixed in the pipeline mixer 22. The mixed sludge is continuously and dynamically from the radius r=1.8m under the condition of 30℃. The bottom of the conditioning tank 21 enters (the height of the discharge port of the conditioning tank 21 is 1.56m). When the ...
Embodiment 3
[0052] A method for dewatering sludge in a single continuous conditioning tank with multiple pressure filters. The specific steps are as follows: the sludge in the sludge thickening tank 11 is first concentrated by a sludge thickener 12 to a sludge moisture content of 90%, and then passed through a screw feed pump 13 With flow velocity greater than 1m / s, flow rate 0.0238m 3 / s is sent to the pipeline mixer 22, while the tail water reuse device 4 automatically reuses the tail water to the pipeline mixer 22 to adjust the sludge moisture content to 92%, and the conditioning agent 30%H 2 O 2 , FeSO 4 ·7H 2 O and H 2 C 2 O 4 According to the weight ratio and the dry sludge ratio, the ratios are 0.1875, 0.261 and 0.0236 respectively. The sludge is mixed in the pipeline mixer 22, and the mixed sludge is continuously and dynamically from the radius r=1.8m under the condition of 4℃. The bottom of the conditioning tank 21 enters (the height of the discharge port of the conditioning tank 21...
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