Biochemical treatment process for paint-producing wastewater
A technology for biochemical treatment and wastewater treatment, which is applied in the fields of water/sewage multi-stage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc. It can solve the problems of high operation and maintenance costs, consumption of large chemicals, and difficulty in discharging wastewater up to the standard. , to achieve the effect of saving investment and operation costs, energy saving and emission reduction environmental benefits, and reducing disposal costs
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Embodiment 1
[0026] Such as figure 1 As shown, the waste water first enters the collection tank, and is pumped into the adjustment tank through the lift pump. The pH of the waste water is adjusted to 7.5 by adding liquid alkali, and the COD is adjusted to 20,000 mg / L by adding the effluent of the sedimentation tank. The wastewater from the regulating tank is heated to 35°C and then enters the anaerobic granular sludge bed reactor, the temperature of the wastewater is 35°C, and the load is 5kg / m 3 , The generated biogas is used for heating to generate steam to recover heat energy. The effluent from anaerobic treatment enters the aerobic carrier fluidized bed reaction tank, and the COD load is 1.5kg / m 3 , the dissolved oxygen concentration is 2.5mg / L, and the organic matter in the wastewater is decomposed by the aerobic flow reaction bed. The effluent of the aerobic carrier fluidized bed reaction tank enters the activated sludge tank, and the COD load is 0.8kg / m 3 , the dissolved oxygen c...
Embodiment 2
[0030] Such as figure 1 As shown, the waste water first enters the collection tank, and is pumped into the adjustment tank through the lift pump. The pH of the waste water is adjusted to 7.8 by adding liquid alkali, and the COD is adjusted to 25,000 mg / L by adding the effluent of the sedimentation tank. The wastewater from the regulating tank is heated to 33°C and then enters the anaerobic granular sludge bed reactor, the temperature of the wastewater is 38°C, and the load is 5.5kg / m 3 , The generated biogas is used for heating to generate steam to recover heat energy. The effluent from anaerobic treatment enters the aerobic carrier fluidized bed reaction tank, and the COD load is 1.5kg / m 3 , the dissolved oxygen concentration is 3.0mg / L, and the organic matter in the wastewater is decomposed by the aerobic flow reaction bed. The effluent of the aerobic carrier fluidized bed reaction tank enters the activated sludge tank, and the COD load is 0.8kg / m 3 , the dissolved oxygen...
Embodiment 3
[0034] Such as figure 1 As shown, the waste water first enters the collection tank, and is pumped into the adjustment tank through the lift pump. The pH of the waste water is adjusted to 7.2 by adding liquid alkali, and the COD is adjusted to 30,000 mg / L by adding the effluent of the sedimentation tank. The wastewater from the regulating tank is heated to 40°C and then enters the anaerobic granular sludge bed reactor, the temperature of the wastewater is 38°C, and the load is 6.0kg / m 3 , The generated biogas is used for heating to generate steam to recover heat energy. The effluent from anaerobic treatment enters the aerobic carrier fluidized bed reaction tank, and the COD load is 1.5kg / m 3 , the dissolved oxygen concentration is 2.8mg / L, and the organic matter in the wastewater is decomposed by the aerobic flow reaction bed. The effluent of the aerobic carrier fluidized bed reaction tank enters the activated sludge tank, and the COD load is 0.8kg / m 3 , the dissolved oxygen...
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