Pipeline coagulation method for rapidly reducing outfall pollution
A coagulation and rapid technology, applied in chemical instruments and methods, water/sewage treatment, water/sludge/sewage treatment, etc., which can solve the problems of short duration of rainfall events, slow start response, and discharge of pollutant loads into rivers. , to achieve the effect of reducing the overall response time, speeding up the processing efficiency, and saving the response time
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Embodiment 1
[0033] A pipeline coagulation method to quickly reduce the pollution of river discharge is as follows:
[0034] Use pipeline sludge, tap water, glucose and other substances to prepare sewage discharged into the river. Referring to the concentration range of sewage discharged into the river in Shanghai, the prepared pollutant concentration is: SS 484mg / L, turbidity 199.5NTU, COD 343mg / L, TP 4.30mg / L , SCOD118mg / L, NH 4 +-N 13.1mg / L, pH 7.27, select industrial-grade polyaluminum sulfate (PAS) and industrial-grade anionic polyacrylamide (APAM, molecular weight greater than 10 million) as coagulants and flocculants, and the dosage of PAS is 80mg / L , the dosage of APAM is 0.8m / L, and both of them are used after being configured as a concentrated solution. The total time of coagulant mixing and coagulation reaction is set to 3 minutes, the total time of flocculant mixing and flocculation reaction is 3 minutes, the pipeline flow rate is 1.13m / s, and the corresponding total pipeline...
Embodiment 2
[0036] A pipeline coagulation method for quickly reducing pollution from discharge into the river, the method comprises: adding a coagulant and a flocculant into an end drainage pipeline, and directly performing coagulation and flocculation in the end drainage pipeline. The end drainage pipe is connected with the sedimentation tank.
[0037] Inspection wells for adding coagulant and flocculant are respectively arranged on the terminal drainage pipe, and the inspection well for adding coagulant is located upstream of the inspection well for adding flocculant.
[0038] The shortest distance S between the theoretical coagulant dosing point and the outlet of the terminal drainage pipe satisfies the following relationship:
[0039] S=S 混凝剂混合 +S 混凝反应 +S 絮凝剂混合 +S 絮凝反应 ,
[0040] Among them, S 混凝剂混合 is the distance that the sewage in the pipeline flows within the time when the coagulant and the sewage in the end drainage pipeline are fully mixed, S 混凝反应 is the distance that the...
Embodiment 3
[0046] In this example, t 混凝剂混合 +t 混凝反应 = 3-10 minutes, t 絮凝剂混合 +t 絮凝反应 = 3-10 minutes, the dosage of flocculant is 0.8%-1.2% of the mass of coagulant. The coagulant is polyferric sulfate coagulant. The flocculant is an anionic polyacrylamide flocculant. All the other are with embodiment 2.
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