污水廠處理主要措施說明翻譯-中英對照
Explanation of main measures for the capacity of Mudor Sewage Treatment Plant increased from 16000 m3 / d to 18000 m3 / d
xxx污水處理廠，原設計處理市政生活污水，日處理水量為16000m3/d，采用厭氧+生物濾池工藝，主要構(gòu)筑物有集水井、提升泵房、細格柵、沉砂池、厭氧池、生物濾池和二沉池�，F(xiàn)要求處理量增加到18000m3/d，經(jīng)計算，主要限制部分為生物濾池負荷過高，會影響出水水質(zhì)，因此增加1座生物濾池，將各水泵等設備更換較大的型號，即可滿足要求。具體計算書如下：
Mudore Sewage Treatment Plant, originally designed for municipal sewage treatment, has a daily water treatment of 16000m3/d and adopts anaerobic together with bio-filter process, which consists of sump, ascension pump room, fine screens, grit chamber, anaerobic digester, bio-filter, secondary sedimentation tank. Now the processing capacity is required to be increased to 18000m3/d. According to the calculation, the main constrained part is the excessive load of bio-filter, which may affect the quality of outflow water. Therefore, with one more bio-filter added and replaced larger size pump, the demand can be satisfied. The specific calculations are as follows:
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序號 No. |
名稱 Description |
16000m3/d |
18000m3/d |
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設計負荷 Design load |
設計負荷 Design load |
規(guī)范設計負荷 Design capacity specification |
備注 Remark |
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1 |
厭氧池 Anaerobic tank |
計算條件：進水COD按500mg/L計算，厭氧池尺寸：20*10*6（6座） Calculation condition: inflow capacity shall be calculated as 500mg/L; Anaerobic tank size 20*10*6（6） |
計算條件：進水COD按500mg/L計算，厭氧池尺寸：20*10*6（6座） Calculation condition: inflow capacity shall be calculated as 500mg/L; Anaerobic tank size 20*10*6（6） |
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有機負荷：1.21KGCOD/m3*d, Organic load: 1.21KGCOD/m3*d |
有機負荷：1.36KGCOD/m3*d, Organic load: 1.36KGCOD/m3*d, |
1~2kg/m3*d |
滿足要求 Meet the requirements |
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表面負荷：0.55m3/m2*h, Surface load: 0.55m3/m2*h,
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表面負荷：0.625m3/m2*h, Surface load: 0.625m3/m2*h, |
0.4~0.8m3/m2*h |
滿足要求 Meet the requirements |
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2 |
生物濾池 （矯正前) Bio-filter tank (before correcting) |
計算條件：進水BOD150mg/l,出水30mg/l（2座D24*3.5m) Calculation condition: inflow capacity shall be calculated as BOD150mg/l; outflow capacity is about 30mg/l（2×D24*3.5m) |
計算條件：進水BOD150mg/l,出水30mg/l（2座D24*3.5m) Calculation condition: inflow capacity shall be calculated as BOD150mg/l; outflow capacity is about 30mg/l（2×D24*3.5m) |
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BOD5負荷：1333g/m3*d,（2座D24*3.5m) BOD5 load：1333g/m3*d,（2×D24*3.5m)
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BOD5負荷：1500g/m3*d,（2座D24*3.5m) BOD5 load：1333g/m3*d,（2×D24*3.5m)
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300~1200g/m3*d, |
不滿足要求 Fail to meet the requirements |
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表面負荷：35.56m3/m2*d(回流比 1） Surface load: 35.56m3/m2*d(reflux ratio: 1） |
表面負荷：40m3/m2*d(回流比 1） Surface load: 40m3/m2*d (reflux ratio: 1） |
10~30（含回流） 10~30 (including reflux) |
不滿足要求 Fail to meet the requirements |
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3 |
二沉池 Secondary sedimentation tank |
計算條件：（2座D24*3.5m) Calculation condition: （2×D24*3.5m) |
計算條件：（2座D24*3.5m) Calculation condition: （2×D24*3.5m) |
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表面負荷：0.74m3/m2*h Surface load: 0.74m3/m2*h
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表面負荷：0.83m3/m2*h Surface load: 0.83m3/m2*h
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1~2m3/m2*h |
滿足要求 Meet the requirements |
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沉淀時間：4.0h Settling time: 4.0h |
沉淀時間：3.6h Settling time: 3.6h |
1.5~2.5h |
滿足要求 Meet the requirements |
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4 |
生物濾池 （校正后) Bio-filter tank (after correcting) |
計算條件：進水BOD150mg/l,出水30mg/l（3座D24*3.5m)
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計算條件：進水BOD150mg/l,出水30mg/l（3座D24*3.5m) |
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BOD5負荷：888g/m3*d, BOD5 load: 888g/m3*d, |
BOD5負荷：1000g/m3*d, BOD5 load: 1000g/m3*d, |
300~1200g/m3*d, |
滿足要求 Meet the requirements |
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表面負荷：23.70m3/m2*d(回流比 1） Surface load: 23.70m3/m2*d(reflux ratio: 1） |
表面負荷：26.67m3/m2*d(回流比 1） Surface load: 26.67m3/m2*d （reflux ratio: 1） |
10~30（含回流） 10~30 (including reflux) |
滿足要求 Meet the requirements |
2012.11.25