Table 2- 1 influent and effluent CODcr ≤ 350mg/l ≤120mg/l BOD5 ≤ 160mg/l ≤ 30mg/l ss ≤ 200mg/l pH = 6 ~ 9, and the designed minimum sewage temperature is1l.
Land for sewage treatment and development is reserved in the plant area, and sewage reuse treatment facilities can be added according to the reuse requirements.
In the selection of sewage treatment process scheme, DE oxidation ditch process and SBR process are preliminarily selected for comparison. After multi-party investigation, technical and economic comparison and multi-party demonstration, the SBR process of America and Korea was finally determined. Due to the long age of the designed sludge, the sludge has been basically stable in the biological pool, and the sludge is directly dehydrated without digestion. See figure 2- 1 for the process flow of the sewage plant.
Figure 2- 1 sewage sludge treatment process flow chart