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3000m3-d印染废水处理厂设计(全套含CAD图纸).zip


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3000m3-d印染废水处理厂设计.doc [1.03 MB]
3000m3-d印染废水处理厂设计.doc [1.03 MB]
A1-处理设计高程图.dwg [68.28 KB]  查看图纸
A1-处理设计高程图.dwg [68.28 KB]  查看图纸
A1-平面布置图.dwg [67.53 KB]  查看图纸
A1-平面布置图.dwg [67.53 KB]  查看图纸
A1-接触氧化池.dwg [73.50 KB]  查看图纸
A1-接触氧化池.dwg [73.50 KB]  查看图纸
A1-污泥浓缩池.dwg [76.75 KB]  查看图纸
A1-污泥浓缩池.dwg [76.75 KB]  查看图纸
A1-辐流沉淀池.dwg [117.59 KB]  查看图纸
A1-辐流沉淀池.dwg [117.59 KB]  查看图纸
图纸合集.dwg [240.44 KB]  查看图纸
图纸合集.dwg [240.44 KB]  查看图纸
摘要目录.doc [85 KB]
摘要目录.doc [85 KB]
说明书.doc [880.61 KB]
说明书.doc [880.61 KB]
说明书.docx [562.25 KB]
说明书.docx [562.25 KB]
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购买后包含有 CAD 图纸和说明书,咨询 Q401339828 印染废水处理课程设计说明书 1 摘要本印染废水处理厂设计规模 3000m 3/d,设计水质水量为:Q=3000 m 3/d, COD cr=700 ~1000 mg/L,PH= ~ ,SS= 500~800㎎/l,色度 400 ~600 倍。经处理后,应达到下列出水水质:COD ≤100mg/L ,色度≤40倍,SS≤50mg/L, 要求处理后水质达到《山东省地方标准纺织染整工业水污染物排放标准》(DB37/ 533 -2005) 标准中B级标准: COD ≤60mg/l ,SS≤30mg/l ,色度≤30倍。印染废水的特征可概括为:有机物浓度高、成分复杂、可生化性较差、色度深、碱性大、 PH 高、水质变化大。本工程方案设计依据有关环境保护在污水中的要求,采用混凝沉淀—水解酸化—接触氧化工艺处理纺织印染废水,在详细方案比较的基础上,选择了如下处理工艺流程: 废水调节池格栅混凝沉淀池水解酸化池接触氧化池二沉池出水浓缩池脱水间污泥外运经设计可知? COD= %,ηSS= %,色度 95%。经技术经济分析,此方案投资总额 869 万元,废水处理成本为 元/m 3。关键词:纺织印染废水混凝水解酸化接触氧化购买后包含有 CAD 图纸和说明书,咨询 Q401339828 印染废水处理课程设计说明书 2 Abstract The designing scale of waste water treatment plant is3000 m 3 /d, the designing quality and quantity of water are: Q=3000m 3 /d, COD=700 ~ 1000mg/L ,PH= ~10 ,SS=500 ~800 ㎎/l ,Color degree=400 ~600 times. After disposing of it, the quality of water should attain the following standards: COD ≤ 60mg/L , SS ≤ 30mg/L , Chroma ≤30 times , reaching the B standard of ( DB37/533-2005 )of local standards of Shandong Province Textile industrial water pollutant discharge standards. The design of this project is in accordance with requirements of the environmental protection in the wastewater. It uses the coagulation- sedimentation -hydrolytic acidification – contact oxidation process to deal with the wastewater in textile printing. Based parison of the detailed program, we select the following processes: Printing and dyeing wastewater R egulating pond G rids Coagulation sedimentation tanks Hydrolytic acidification Contact oxidation pond Secondary sedimentation tank Drainage Pool enrichment Dehydrate Sludge Carry out Sludge Through designing, we can know that the result of? COD is 94%, η SS is %,color degree is 95%. 购买后包含有 CAD 图纸和说明书,咨询 Q401339828 印染废水处理课程设计说明书 3 After technical and economic analyzing, the investment amount of this project is Yuan, and the cost of disposal of waste water Yuan / t. Itnot only gains good economic and social benefits,

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