A method for promoting sludge hydrolysis to release dissolved organic matter
A technology of dissolved organic matter and sludge, applied in water/sludge/sewage treatment, sludge treatment, biological sludge treatment, etc., can solve the problems of high moisture content, high content of organic components and secondary pollution in activated sludge and other problems, to achieve the effect of enhanced dehydration, easy operation and low energy consumption
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Embodiment 1
[0019] Take 1 kg of primary sludge and 1 kg of excess sludge from the sewage treatment plant (the mass ratio of primary sludge and excess sludge is 1:1) to form the mixed sludge for treatment in this example. Add 10% urea and 10% NaOH to the mixed sludge, and then pre-cool the sludge at 4 °C for 1 hour. During the pre-cooling process, the sludge is anaerobically stirred at a stirring speed of 100 rpm. Increase the dissolution of organic matter.
[0020] According to the method of the above-mentioned embodiment 1, the mixed sludge is compared with the original residual sludge without adding any substances:
[0021] After the mixed sludge was treated according to the method of the above-mentioned Example 1, the dissolved organic matter was measured, mainly the content of sugar and protein. Basic properties of sludge: total suspended solids TSS=20 g / L; volatile components accounted for VSS / TSS=70%.
[0022] Blank control group (no treatment): soluble sugar concentration: 12 mg / ...
Embodiment 2
[0025] Take 1 kg of primary sludge and 1 kg of excess sludge from the sewage treatment plant (the mass ratio of primary sludge and excess sludge is 1:1) to form the mixed sludge for treatment in this example. Add 10% NaOH and 10% urea to the mixed sludge, and then pre-cool the sludge at 4°C for 2 hours. During the pre-cooling process, the sludge is anaerobically stirred at a stirring speed of 100rpm. Increase the dissolution of organic matter.
[0026] The sludge treated by the method of the above-mentioned Example 2: soluble sugar concentration: 1272 mg / L, soluble protein 6340 mg / L.
Embodiment 3
[0028] Take 1 kg of primary sludge and 1 kg of excess sludge from the sewage treatment plant (the mass ratio of primary sludge and excess sludge is 1:1) to form the mixed sludge for treatment in this example. Add 10% NaOH and 10% urea to the mixed sludge, and then pre-cool the sludge at 4°C for 0.5 hours. During the pre-cooling process, the sludge is anaerobically stirred at a stirring speed of 100rpm. Increase the dissolution of organic matter.
[0029] The sludge treated by the method of the above-mentioned Example 3: soluble sugar concentration: 783 mg / L, soluble protein 4158 mg / L.
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