高程图
5000m3/d啤酒废水处理站工艺设计
摘要
啤酒工业在我国迅猛发展的同时，排出了大量的啤酒废水，给环境造成了极大的威胁。本设计为某啤酒废水处理设计。设计程度为初步设计。啤酒废水水质的主要特点是含有大量的有机物，属高浓度有机废水，故其生化需氧量也较大。该啤酒废水处理厂的处理水量为5000,不考虑远期发展。原污水中各项指标为：BOD浓度为900 mg/L ,COD浓度为1500 mg/L ，SS浓度为400 mg/L 。因该废水BOD值较大,不经处理会对环境造成巨大污染，故要求处理后的排放水要严格达到国家二级排放标准,即BOD ≤ 20 mg/L ，COD ≤ 80 mg/L ，SS ≤ 70mg/L 。
本文分析了啤酒生产中废水产生的环节、污染物及主要污染来源，并从好氧、厌氧生物处理两方面来考虑了废水治理工艺，提出了UASB+A/O的组合工艺流程。可将废水COD由1500 mg/L降至50～100 mg/L ，BOD从900mg/L降至20 mg/L以下，SS由400 mg/L降到70 mg/L以下，出水符合标准。
本设计工艺流程为：
啤酒废水→格栅→调节池→污水提升泵房→ UASB反应器→ A/O池→→气浮池→处理出水
该处理工艺具有结构紧凑简洁，运行控制灵活，抗冲击负荷，污泥量小等特点，实践表明该组合工艺处理性能可靠，投资少，运行管理简单的特点。为啤酒工业废水处理提供了一条可行途径。具有良好的经济效益、环境效益和社会效益。
关键词：啤酒废水；UASB；A/O
5000m3/d beer wastewater treatment plant process design
Abstract
With the rapid development of brewery industry in China, more brewery wastewater is discharged, which endangers enviroment.This design is one beer waste water treatment. The degree of the design is in a preliminary phase. The main distinguishing feature of the beer waste water is that it contains the massive organic matters, so it belongs to the high concentration organic waste water. Therefore its biochemical oxygen demand is also high.
The water which needs to be treated in the beer waste water treatment plant was 5000, regardless of the specified future development. Indicators of the raw waste water were below. The concentration of BOD was 900 mg/L .The concentration of COD was 1500 mg/L . The concentration of SS was 400 mg/L . For the beer waste water's BOD was high, it could pollute the environment if drained before treatment, so it requested that the beer waste water was drained which was strictly treated to the two effluence standard in the country, which is as following: BOD ≤ 20 mg/L , COD ≤ 80 mg/L , SS ≤ 70 mg/L .
This paper analyzed the generation processes of wastewater, the major contaminats and their major sources in beer production. It also introduced the primary biological processing techniques of aerobic and anaerobic treatment. According to the product scale of beer brewery, the main standard of draining water\natural materials, and so on.The main process technology of the beer waste water disposal station is defined was UASB + A/O .Practice of project indicate, when COD of wastewater reduced from 1500mg/l to 50~100mg/l, BOD reduced from 900mg/l to 20mg/l, SS reduced from 400mg/l to 70mg/l. So that drainage could reached the standard.
The technological process of this design was:
Beer waste water → Screening→ Regulates tank → The sewage lift pump house→ UASB →A/O →Aeration→ Treatment water
This technology of wastewater treatment had many traits. Such as, structure, pithy quick control, lasting attacked, less sledge capacity. Practice indicated that the composed craft had reliable function, its investment was little, and its running and management was uncomplicated.
Key words：beer waste water；UASB；A/O
目录
1绪论8
1.1选题的背景及意义8
1.2啤酒废水的主要来源9
1.3啤酒废水的特点9
1.4工艺介绍10
1.4.1好氧法10
1.4.2厌氧法11
2工艺方案比较13
2.1生物工艺比较13
2.1.1 IC-CIRCOX处理工艺13
2.1.2 UASB-A/O处理工艺15
2.1.3经济比较16
2.1.4技术比较17
2.2物理、化学处理工艺比较18
2.2.1气浮法18
2.2.2沉淀法（二沉池） 18
2.3工艺方案的确定19
3设计计算20
3.1格栅设计计算20
3.1.1格栅尺寸21
3.1.2水头损失21
3.2调匀池设计21
3.3间歇式平流沉淀池设计23
3.3.1沉淀池表面积23
3.3.2沉淀部分有效水深24
3.3.3沉淀部分有效容积24
3.3.4沉淀池长度24
3.3.5沉淀池宽度24
3.3.6沉淀池格数24
3.3.7校核长宽比长深比25
3.3.8污泥部分的所需容积25
3.3.9每个沉淀池污泥部分所需容积25
3.3.10污泥斗容积25
3.3.11沉淀池总高度26
3.3.12进水渠道26
3.3.13进水穿孔花墙27
3.3.14出水堰27
3.3.15出水渠道28
3.3.16进水挡板、出水挡板28
3.3.17刮泥装置28
3.4生物处理法上流式厌氧污泥床（UASB） 28
3.4.1一般说明29
3.4.2设计参数29
3.4.3工艺尺寸31
3.5 A/O除磷脱氮工艺38
3.5.1估算出水中的38
3.5.2曝气池容积确定V 39
3.5.3剩余污泥量算40
3.5.4回流泥量和硝化混合液回流量（内回流）计算41
3.6气浮池41
3.6.1投药量计算42
3.6.2溶气罐计算43
3.6.3反应室计算44
3.6.4气浮分离池45
3.8污泥处理系统45
3.8.1剩余污泥量计算45
3.8.2浓缩池47
3.8.3污泥脱水设备49
4污水厂平面及高程布置50
4.1总平面布置原则50
4.2高程布置原则50
4.3构筑物水头损失50
4.4管渠水力计算50
4.5污水处理高程布置50
4.6总水头损失52
5设备选型53
5.1污水提升泵53
5.2污泥泵53
6结论55
参考文献56
致谢58
气浮池
调节池
UASB图
字数
平流沉淀池
平面图
污泥浓缩池
说明书插图
摘要
目录
设计所包含文件
设计参数
