某化工有限公司污水处理工程可行性研究报告 63页

'XXXX化工有限公司污水处理工程可行性研究报告(代项目建议书)XX理工大学工程设计研究院有限公司 目录前言…………………………………………….………………………………………..1第一章总论21.1项目名称、业主单位、建设地点21.2编制依据21.3项目背景及其建设意义31.4主要技术原则51.5编制内容51.6工程规模61.7处理出水水质61.8站址概况及平面布置61.9定员71.10主要公用工程消耗71.11日常运行费用81.12工程投资81.13研究结论8第二章水质水量102.1污水来源102.2污水水量水质102.3建设规模与实施规划112.4处理后水质指标确定11第三章污水性质与处理工艺选择123.1项目特点123.2主要污染物性质及其“可处理性”分析133.3处理技术综述253.4可生化性试验263.5处理工艺确定27第5页 第四章工艺284.1工艺参数计算或参考依据284.2污水处理系统28第五章土建325.1概述325.2站地条件325.3主要设计内容345.4设计原则34第六章电气366.1概述366.2供配电系统376.3照明376.4防雷、防静电保护接地376.5配电线路386.6主要电气设备、材料的选择386.7节能措施38第七章仪表397.1概述397.2主要标准、规范397.3自动化水平397.4仪表安全397.5环境特征及仪表选型407.6DCS控制点407.7动力供应407.8分析化验41第八章公用工程428.1给排水428.2消防42第九章定员439.1组织机构439.2生产班制和定员43第5页 第十章节能44第十一章环境保护4511.1环境效益分析4511.2工程建成后污水处理厂对环境的影响45第十二章职业安全卫生4712.1设计依据4712.2安全技术措施4712.3安全防护47第十三章项目实施计划4813.1设计进度4813.2施工进度48第十四章投资估算及资金筹措4914.1工程投资分析4914.2编制依据4914.3其他说明4914.4投资估算表50第十五章财务、经济评价5315.1计算依据和说明5315.2资金筹措5315.3成本估算5315.4成本分析54附图:附图1：工艺流程图附图2：工艺平面布置图附图3：污水站位置图附表：附表1：总估算表附表2：技术经济附表其他：第5页 1、银行贷款承诺；2、自有资金证明；3、环评报告表批复第5页 污水处理工程可行性研究报告前言XXXX化工有限公司是一家大型化工企业，位于XX省XX市XX区XX化学工业区内，主要从事各类增塑剂的研发及生产。现有职工120余人，其中具有中专以上学历100多人，企业总资产2.5亿元。公司具有先进的生产设备和工艺技术，年产各类增塑剂3万吨，主要产品有DBP、DIBP、TOTM、DINP、DOTP、DOA、DOS、ATBC、810酯、DOP、TBC等，是品种齐全的增塑剂专业生产企业，是中国品种最全的增塑剂专业生产基地，属于行业龙头企业。公司具备完善的质量保证体系，拥有国内最先进的光谱仪系列产品检测设备，采用与德国巴斯夫公司相同的国际先进产品技术标准组织生产，产品合格率保持100%。公司建有完善的技术开发体系，拥有一批国内优秀的增塑剂专业技术人员，与埃克森、杜邦、巴斯夫等国际知名公司在新产品开发、技术服务等领域有广泛合作。公司依托XX增塑剂股份有限公司，在全国首家建立多功能的增塑剂中试基地，每年都有市场需要的增塑剂新产品问世。公司始终秉承绿色环保的理念，高度重视环保工作，始终保持高度的社会责任心。目前，随着公司的日益发展壮大，原有污水处理能力明显不足，为满足今后可持续发展的要求，公司决定重新建设污水处理装置，以相应国家对节能环保的日益严格要求。本项目上马后，可极大增加现有污水的处理能力，提高污水回用率，节约水资源，对节约污水处理成本、改善公司的环境状况及可持续发展具有极其重要的意义。27 污水处理工程可行性研究报告第一章总论1.1项目名称、业主单位、建设地点²项目名称：XXXX化工有限公司污水处理工程²建设单位：XXXX化工有限公司²项目地址：XX省XX市XX区XX化学工业区²建设地点：XXXX化工有限公司厂区内²企业性质：民营²项目法人：1.2编制依据1.2.1编制目的通过对该项目的工艺、安全、环境、消防、投资以及产生的经济效益和社会效益等分析，论证该建设项目的可行性与可靠性。1.2.2编制中采用的国家或地方法规《关于印发全省“十一五”期间主要河流分年度剔除上游因素水质改善最低目标和设区城市建成区空气质量改善目标的通知》鲁环发［2007］138号《建设项目环境保护条例》中华人民共和国国务院（1998）第253号令《建设项目环境保护设计规定》（87）国环字第002号文附件《关于印发固定资产投资项目节能评估和审查指南（2006）的通知》（国家发展改革委，发改环资[2007]21号）1.2.3编制中采用的主要标准规范《XX省小清河流域水污染物综合排放标准》DB37/656-2006《市政公用工程设计文件深度规定》（2004年2月）（建设部）《化学工业主要水污染物排放标准》（DB32/939-2006）《污水综合排放标准》（GB8978-1996）《城市污水再生利用城市杂用水水质标准》（GB-T18920-2002）27 污水处理工程可行性研究报告《室外排水设计规范》（GB50014-2006）《石油化工给水排水管道设计规范》（SH3034-1999）《石油化工污水处理设计规范》（SH3095-2000）《给水排水管道工程施工及验收规范》（GB50268-97）《工业企业厂界噪声标准》（GB12348-90）《建筑结构设计同一标准》（GBJ68-84）《工业企业总平面设计规范》（GB50187-93）《工业建筑防腐设计规范》（GBJ46-82）《给水排水工程结构设计规范》（GBJ50069-2002）《建筑防震设计规范》（GB50011-2001）《建筑地基基础设计规范》（GB50007-2002）《砌体结构设计规范》（GB50003-2001）《混凝土结构设计规范》（GB50010-2002）《低压配电设计规范》（GB50054-95）1.1.1其他（1）《XXXX化工有限公司污水处理试验报告》（2009年8月）（2）项目有关批文1.2项目背景及其建设意义1.2.1企业的历史XXXX化工有限公司是一家大型化工企业，位于XX省XX市XX区XX化学工业区内，主要从事各类增塑剂的研发及生产。现有职工120余人，其中具有中专以上学历100多人，企业总资产2.5亿元。公司具有先进的生产设备和工艺技术，主要产品有DBP、DIBP、TOTM、DINP、DOTP、DOA、DOS、ATBC、810酯、DOP、TBC等，是品种齐全的增塑剂专业生产企业，是中国品种最全的增塑剂专业生产基地，属于行业龙头企业。公司具备完善的质量保证体系，拥有国内最先进的光谱仪系列产品检测设备，采用与德国巴斯夫公司相同的国际先进产品技术标准组织生产，产品合格率保持100%。27 污水处理工程可行性研究报告公司建有完善的技术开发体系，拥有一批国内优秀的增塑剂专业技术人员，与埃克森、杜邦、巴斯夫等国际知名公司在新产品开发、技术服务等领域有广泛合作。公司依托XX增塑剂股份有限公司，在全国首家建立多功能的增塑剂中试基地，（公司设有世纪技术开发中心，并建立多功能增塑剂中试基地）每年都有市场需要的增塑剂新产品问世。随着企业的发展壮大和国家对环境保护的日益严格，现有的污水处理能力已远远不能满足企业发展的需求。1.1.1项目建设的必要性公司原有一套小型废水处理装置，随着生产规模扩大，已远远不能达标排放处理，（公司生产装置均设有与处理装置，对各装置产生的污水进行隔油隔渣中和处理，并用边沟水稀释成低浓度废水用管道输送至中国石油化工股份有限公司XX分公司乙烯污水处理场（简称XX供排水厂）、委托处理，部分高浓度废水油废水浓缩装置进行浓缩，固渣外运、委托焚烧；随着企业的发展，几年来公司生产能力由原来的年产不足5万吨发展到现在的年产40万吨各种增塑剂的能力，随着企业进一步发展，根据企业规划还要上新的生产项目。这样，总的废水中污染物（COD）负荷从建厂时的1吨/日，增加至目前的13吨/日，发展至将来（最终）为20吨/日，因此废水处理问题将变得十分突出，委托其他公司处理将十分不经济。新建污水处理项目设在XXXX化工有限公司厂内东北角的一片东西宽45米、南北长67米的空地上（现为停用富马酸污水处理站），该工程分三期期进行，第一期工程主要建调节池、好氧生化池、一沉池、二沉池，主要处理小品种增塑剂废水，DBP（或DINP）废水150m3/d，生活污水、循环冷却排污水约500m3/d，共计污水量650m3/d。第二期工程需新建2个1200m3的厌氧生化罐，以处理包括富马酸污水和XXXX增塑剂股份有限公司生产的增塑剂废水，第三期工程在新建2个1200m3的厌氧生化罐，以处理新上项目产生的污水，最终总的设计处理能力达20吨/天，经过生化处理后的污水COD≤100mg/L。项目的建设可解决因环保标准提高带来的污水排放达标问题，同时可提供污水回用水源，是公司积极贯彻执行国家政策、方针，经济和环境保护协调发展的具体体现。公司始终秉承绿色环保的理念，高度重视环保工作，27 污水处理工程可行性研究报告始终保持高度的社会责任心，项目的成功实施，对保障人民身体健康，保护区域环境和XX省小清河水体有着重要的现实意义。1.1主要技术原则1、贯彻执行国家和省环境保护政策，符合国家与当地有关法规规范及标准。执行国家和项目所在省、市颁布的标准、规范、规定，做到改造后污水处理装置运行稳定，工艺技术可靠，确保改造后污水处理系统总出水达到《XX省小清河流域水污染物综合排放标准》DB37/656-2006排放标准和鲁环发［2007］138号要求。2、充分考虑现有污水处理工程平面与可用土地条件。3、在对公司排污现状进行充分调研基础上，进行试验研究提出的设计方案。4、在保证工艺成熟、可靠的前提下，利用已有设施，以减少改造工程量、减少工程投资及缩短改造周期。5、选择稳定可靠、技术先进、投资省、运行费用低、管理简便、维修量少、可操作性强的新工艺和设备，确保污水处理站长期稳定运行，达标排放。6、通过总体优设计化，采用先进的节能技术，节约能源，最大限度地降低运行费用。7、妥善处理和处置污水处理过程中产生的各类污泥，避免对环境造成二次污染。8、设计中严格执行安全卫生法规，采用可靠的安全技术措施和工业卫生防护措施。9、结合建设场地的实际情况，在符合施工安装规范的前提下，力求各构筑物尽量集中，布置紧凑，节省占地。1.2编制内容针对XXXX化工有限公司的排水现状，结合XX省地方标准DB37/656-2006《XX省小清河流域水污染物综合排放标准》和地方政府的环保要求，27 污水处理工程可行性研究报告从技术、工程和经济上的可行性、合理性进行分析论证，提出处理工艺方案及其论证，其主要内容包括：1）污水处理装置规模2）处理后水质指标3）处理工艺选择4）建筑平面布置5）项目实施规划6）投资估算7）经济效益分析1.1工程规模根据规划，污水处理站处理总水量为1000m3/d，总设计COD总负荷约为20t/d，工程分三期实施（一、二其连续进行）：第一期：处理小品种增塑剂废水（80m3/d）、DBP废水（70m3/d）与其他污水（生活污水、循环冷却水、初期雨水等）（500m3/d），合计水量为650m3/d，处理COD负荷为3,250Kg/d，设计处理负荷4吨/天。第二期：处理DOP、DINP废水（100m3/d）及富马酸废水（80m3/d），合计水量为180m3/d，处理COD负荷为7,200Kg/d，设计处理负荷8吨/天。第三期：处理新建生产项目废水（170m3/d），COD负荷为3,500Kg/d，设计处理负荷8吨/天。1.2处理出水水质处理后出水水质见表1-1（达到接管标准GB8978-1996，三级）。表1-1处理后出水水质单位：mg/L水质水量水量m3/dCODmg/LBOD5mg/LpHNH3-Nmg/L油mg/LSSmg/L设计值1000≤100≤806-9≤25≤2.0≤20027 污水处理工程可行性研究报告1.1站址概况及平面布置根据业主单位规划，本污水处理场址面积为2880m2，即45×64m，东西向为45m南北向为64m的长方形区域。平面布置严格执行有关规范和规定，充分考虑场地的位置，在满足工艺流程要求的前提下，力求管线短捷、物流通畅，做到功能分区合理布置。1.2定员现生产车间统一管理，项目所需要操作管理人员见表1-2表1-2操作管理人员项目污水、污泥处理0:00-8:0018:00-16:00116:00-24:001轮休1化验1负责人1合计61.3主要公用工程消耗1.3.1电耗日耗电量约3456.6kWh，即每吨水耗电3.46kWh，见表1-3。表1-3系统日常耗电表名称代号运行数量消耗率/Kw日耗时/h日耗电/kWh厌氧提升泵P11台5.4024129.6好氧提升泵P21台0.902421.6二沉池刮泥机M11台0.662415.8风机C13台44.7243218.4厢式压滤机M21台2.00816.0空压机C21台2.00816.0药剂计量泵P31台0.30247.2照明1.0088.027 污水处理工程可行性研究报告仪表用电1.002424.0合计3456.61.1.1主要材料及公用工程消耗见表1-4。表1-4公用工程、材料耗量表序号名称规格或标准日消耗量年消耗量吨水消耗量1电工业用电3457kWh1261659kWh3.457kWh2H2O2工业级（30%）808Kg291吨0.808Kg1.2日常运行费用对本系统日处理污水1000吨，“动力费”、“药品费”、“人工费”、“剩余生物污泥处置费”、“维修费”等核算结果见表1-5。表1-5日常运行成本表序号项目计算标准日用量处理费用（元/日）1电0.70元/KWh3457KWh24202H2O21.30元/Kg808Kg/d10503人员2000元/人/月6人4004剩余生物污泥处置50元/t3.6t1805维修50000元/年1376小计（1-5）41877日常处理成本（元/吨）4.1871.3工程投资工程投资为1971.03万元，其中：工程费用为1836.03万元，占总投资的93.15%；其他费用为135.0万元，占总投资的6.85%。1.4研究结论（1）27 污水处理工程可行性研究报告鉴于企业生产现状与今后发展规划，以及国家与地方的环保形势，XXXX化工有限公司污水处理工程的项目建设是必要的、紧迫的，对企业的生存与可持续发展、对保障人民身体健康与小清河水体有重要的现实意义。（1）根据企业生产现状，近期污水处理总量为830m3/d，COD总量为13吨/日；远期（最终）污水处理总量为1000m3/d，COD总量约为20吨/日。（2）根据企业所出条件与废水性质，制定污水处理后出水水质达到市政接管标准（GB8978-1996，一级），即CODCr≤100mg/L。（3）为实现工程目标，对生产废水中个别污染物进行化学预处理后再进行厌氧-好氧生物处理是有效的，有利于减少投资与运行费用，以及连续稳定运行。（4）现有的场地能基本满足新建项目用地，不新增用地。（5）对新建项目，统一规划布局，分期实施。27 污水处理工程可行性研究报告第一章水质水量2.1污水来源XXXX化工有限公司主要从事各类增塑剂的研发及生产，年产各类增塑剂10万吨，主要产品有：DBP、DIBP、TOTM、DINP、DOTP、DOA、DOS、ATBC、810酯、丁醚、钛酸酯系列催化剂等，是品种齐全的增塑剂专业生产企业。废水主要来源于装置在生产过程中产生的酯化生成水、中和水洗水、地面冲洗水、生活污水和循环冷却水等几个部分，水质主要特征为：1）污染因子相对单一；2）有机污染物浓度高。2.2污水水量水质各股废水水质、水量详见表2-1。表2-1废水水质、水量明细规划废水名称水量（M3/d）COD（mg/l）COD总量（kg/d）pH主要成分一期小品种增塑剂废水80800013辛醇、TiO2XH2ONaOH、单酯酸盐DBP废水7035000-4000013硫酸盐、邻苯二甲酸盐、丁醇、单酯盐其他（生活污水、循环冷却水、初期雨水等）5003006-9小计6505000325011-13二期DOP、DINP废水100700013辛醇、TiO2XH2ONaOH、单酯酸盐富马酸废水8060000-850001.2-1.5顺丁烯二酸、苯甲酸、柠康酸、硫脲小计1804000072003-427 污水处理工程可行性研究报告三期DBP废水9035000-4000013硫酸盐、邻苯二甲酸盐、丁醇、单酯盐富马酸废水8060000-8500013顺丁烯二酸、苯甲酸、柠康酸、硫脲小计17050000800013总体合计1000200006-82.3建设规模与实施规划根据规划，污水处理站处理总水量为1000m3/d，总设计COD总负荷约为20t/d，工程分三期实施（一、二其连续进行）：第一期：处理小品种增塑剂废水（80m3/d）、DBP废水（70m3/d）与其他污水（生活污水、循环冷却水、初期雨水等）（500m3/d），合计水量为650m3/d，处理COD负荷为3,250Kg/d，设计处理负荷4吨/天。第二期：处理DOP、DINP废水（100m3/d）及富马酸废水（80m3/d），合计水量为180m3/d，处理COD负荷为7,200Kg/d，设计处理负荷8吨/天。第三期：处理新建生产项目废水（170m3/d），COD负荷为8000Kg/d，设计处理负荷8吨/天。2.4处理后水质指标确定XXXX化工有限公司的污水经过污水处理站处理后达到国家综合废水排放标准（GB8978-1996，一级），见表2-2。表2-2处理后出水水质单位：mg/L水质水量水量m3/dCODmg/LBOD5mg/LpHNH3-Nmg/L油mg/LSSmg/L设计值1000≤100≤806-9≤25≤2.0≤20027 污水处理工程可行性研究报告第一章污水性质与处理工艺选择通常，污水性质、处理程度，投资费用、运行费用、操作管理等要求以及设计者对某些处理工艺的熟悉与掌握程度等均影响处理工艺技术路线的选择，所有这些因素中，污水性质与处理程度对处理工艺的影响最为基本。邻苯二甲酸酯(PhthalateAcidEsters，PAEs)是目前世界上生产量大、应用面广的人工合成有机化合物之一，主要用作塑料制品的增塑剂，其比重仅次于高聚体的百分比(在重量上可含有20%-50%)。PAEs类化合物作为增塑剂是以氢键或以范德华力与塑料分子结合，因此在使用过程中，遇水或有机溶剂时极易被释放出来，造成对环境的污染。随着全球塑料制品的大量应用，导致了邻苯二甲酸酯在环境中普遍存在，在水体、土壤、大气、生物甚至人体等环境中都有邻苯二甲酸酯的存在。PAEs可以通过呼吸、饮食和皮肤接触等方式直接进人人体和动物体内，对小孩的肾脏，特别是对胎儿的肌肉和骨骼系统及中枢神经系统危害极大。同时该类化合物还会内分泌干扰素，某些邻苯二甲酸酯还干扰动物以及人类的生殖发育系统，所以对邻苯二甲酸酯的处理研究具有一定实际意义。邻苯二甲酸酯在反应过程中产生的高浓度废水主要含邻苯二甲酸盐类、邻苯二甲酸、微量的醇及酯类等物质，导致废水的COD较高。目前，国内处理该类废水的方法主要是活性炭吸附、光催化氧化、高级氧化等，而通过驯化活性污泥来降解实际高浓度PAEs废水的报道并不多。3.1项目特点本项目，就处理工艺的难易程度而言，有以下主要特点：（1）总污染物负荷高，COD总量高达20吨/日.（2）水量低，但污水浓度高，平均COD约为14,000mg/L.27 污水处理工程可行性研究报告（3）就单一品种而言，其产生的污染物成分比较单一，但由于本项目污水来自品种齐全的增塑剂专业生产企业（主要产品有DBP、DIBP、TOTM、DINP、DOTP、DOA、DOS、ATBC、810酯、丁醚、钛酸酯系列催化剂等），因此产品种类多而且变化频繁，因此污染物种类及其组分是不稳定的.（4）个别污染物不易生物降解或对微生物有抑制作用，需考虑预处理.（5）pH变化大，从13降到7.（6）处理目标要求高，从COD8,000mg/L处理到100mg/L，COD去除率需高达98%.3.2主要污染物性质及其“可处理性”分析邻苯二甲酸酯是一类普遍使用的化学工业品，它主要作为聚氯乙烯、聚丙烯、聚乙烯、聚苯乙烯生产中不可缺少的改性添加剂，用于增大产品的可塑性和提高产品的强度。邻苯二甲酸脂也可用作农药载体、驱虫剂、化妆品、香味品、润滑剂和去泡剂的生产原料，除此之外，在家具、汽车、电线电缆、服装等行业也有广泛的应用。常用的邻苯二甲酸脂类化合物列于下表。表3-1邻苯二甲酸脂类产品对XX化工有限公司生产品种及其生产废水中污染物组分分析，废水中主要含有（但不一定同时出现）：邻苯二甲酸、邻苯二甲酸酯（从甲脂到十三烷基均有）、甲醇至十三烷基醇；富马酸、马来酸；硫脲等。邻苯二甲酸，无色结晶,水中溶解度1/160g/g，食入可引起恶心、呕吐及腹泻，未见有致癌作用的报导。COD1.44g/g，BOD0.85-1.44g/g。27 污水处理工程可行性研究报告在水体中的邻苯二甲酸大多是由于工业生产中排放的邻苯二甲酸酐及酯水解而成。在土壤中它具有较大的迁移性。它可以进行生物降解，不易从干的或湿的土壤表面挥发至大气中去。在温室土壤中它的生物降解半衰期为37天。在水体中它也可以生物降解，生物富集性较小。在大气中，它可以以颗粒态或气态的形式存在。气态的邻苯二甲酸可以被光化学所诱发的羟基游离基所降解，其半衰期为13天。由于它易溶于水及极性，所以它可和大气中的水滴结合，并可被雨水淋洗而离开大气。在水体中，它不易吸附在沉积物上，在河流中，经过2.5～5星期后它可以完全消失。在相当多的试验中表明，在好氧条件下，它可以以很高的去除率被降解。在用土壤微生物进行降解时，经过2天的周期，可以完全将它降解去除。也可以进行厌氧降解。在厌氧条件下，经过4个星期，邻苯二甲酸也可以完全去除，在降解过程中，它可以通过原儿茶酚的途径进行代谢降解。苯二甲酸类可用活性污泥法处理,一般经8～16小时处理后,可将废水中的邻苯二甲酸充分地降解。邻苯二甲酸二甲酯，相对密度1.196/15.6℃，水中溶解度4000mg/L/25℃；急性或慢性毒性低，高浓度时对中枢神经系统有抑制作用，对皮肤刺激小，对粘膜及眼睛有刺激作用，可引起结膜炎、角膜损害，吞食大量可以引起恶心、腹泻、头昏、昏迷及失去知觉。非人类致癌物质。在大气中，它仅以气态的形式存在，它可以受光化学所诱发羟基游离在所降解，其相应的半衰期为28天。它也可以直接进行光解。在土壤中，它具有中等至高的迁移性，不易从湿的或干的土壤中挥发出来，它可以很快地进行生物降解，但在低温时，如4℃，其生物降解速率就相对慢。在河流中，它可以8～11天内100%地进行降解。在水体中，它可以被悬浮固体及沉积物所吸附，具有低至中等程度的生物富集性。水中水解半衰期在30℃时约为3.2年。在水体表面也可以直接进行光解，其光解半衰期约为3200小时。水体中的生物降解半衰期一般在2～12天之间。在好氧试验中，当用土壤中分离的菌种及城市污泥，其生物降解半衰期约为1.9天，经28天后，在＞99%的酯消失，并有85%的酯被无机化。在另二个操作系统中，用城市污泥消化系统，可以去除88及58%的去除率。而在废水处理系统中，有报导可以有100%的去除率。在厌氧条件下，它也可以在10天左右分解，并有82%的无机化。邻苯二甲酸二乙酯，沸点298℃，相对密度1.120/25℃27 污水处理工程可行性研究报告，溶于醇，醚，丙酮及苯等，水中溶解度1000mg/L/25℃。急性或慢性毒性低，高浓度时对中枢神经系统有抑制作用，对皮肤刺激小，非人类致癌物质。在大气中，它主要以气态的形式存在，它可以受光化学所诱发羟基游离基所降解，其相应的半衰期为110小时。在土壤中，它具有中等至轻度的迁移性，不易从湿的或干的土壤中挥发出来。在水体中，它可以好氧及厌氧条件下进行生物降解，其相应的半衰期分别为3天及28天，厌氧条件下的生物降解半衰期也的报导为5天。它可以被水体中的悬浮固体及沉积物所吸附，可以从水体表面慢慢地挥发至大气中，在模拟河流及湖泊中的挥发半衰期分别为89天及652天。当pH为8时，其水解半衰期为110天。生物富集性高。降解试验表明，当浓度为400mg/L时，在35小时内可以在好氧条件下将其完全降解，而当浓度为200mg/L时，则只要需要18小时。当浓度为250mg/L时，在厌氧条件下约需450小时才能对其降解。对好氧降解微生物的抑制浓度约为＞400mg/L。邻苯二甲酸二烯丙酯，无色油状液体，沸点158～165℃/4mmHg，熔点-70℃，相对密度1.120/20℃/20℃，溶于大部分有机溶剂中，水中溶解度182mg/L/25℃。毒性较低，对眼睛、皮肤及粘膜有刺激作用，可因皮肤吸收、吸入或食入而中毒，在实验动物中发现对肝有损害作用，未被IARC等机构列为人类致癌物质。在大气中，它仅以气态的形式存在，它可以受光化学所诱发的羟基游离基及臭氧所降解，其相应的半衰期分别为7及11小时。在土壤中，它具有低的迁移性，不易从湿的或干的土壤中挥发出来。实验表明，它能进行生物降解反应。在水体中，它可以吸附在悬浮固体及沉积物上，不易从水体表面挥发出来，当pH为8时，其水解半衰期为37天。而pH为7时为1年。生物富集性强。当浓度为100mg/L时，在BOD值测定中，经2星期后，可以测得其理论值的84%的BOD值。在好氧条件下，当在Pseudomonasacidovorans存在时，可以发现它降解成烯丙醇和邻苯二甲酸。对好氧降解微生物的抑制浓度约为＞100mg/L。邻苯二甲酸二丁酯，无色或淡黄色粘性液体，沸点340℃，相对密度1.0465/20℃，溶于丙酮，苯，醇，醚及其它有机溶剂中，水中溶解度11.2mg/L/20℃。毒性较低，曾有人误食10克27 污水处理工程可行性研究报告邻苯二甲酸二丁酯，造成严重的眼睛角膜炎，并引起肾炎，在尿中发现红血球及白血球及草酸结晶。接触邻苯二甲酸二丁酯的女工易发生流产及月经混乱，吸入邻苯二甲酸二丁酯可能造成咽喉及上呼吸道粘膜刺激，对眼睛及皮肤均有刺激。易引起头痛及多神经炎，食入会引起恶心，呕吐，IARC将其归类为非人类致癌物质。COD2.24g/g，BOD0.43～0.49(1.92)g/g。在大气中，它可以同时以气态的或颗粒态的形式存在，气态的邻苯二甲酸二丁酯可以受光化学所诱发羟基游离在所降解，其相应的半衰期为42小时。颗粒态的邻苯二甲酸二丁酯可以通过湿式或干式的沉降而去除。在土壤中，它具较低的迁移性，它不易从干燥的土壤中挥发出来，但可以从湿的土壤中挥发出来。可以在好氧或厌氧条件下进行生物降解。在水体中，它可以被悬浮固体及沉积物所吸附，可以从水体表面通过挥发转移至大气中去。在模拟河流及湖泊中的挥发半衰期分别为14天及105天。当pH为8时，其水解半衰期为125天。具有低至中等程度的生物富集性。在生物降解试验中，经28天后，约68～99％的邻苯二甲酸二丁酯可以去除，并有80.6～99%可以转化成二氧化碳，另在其它三个处理装置中用活性污泥法处理可以有60～70%的去除率。在自然河流中，经4天后也可以有100%的去除率。其降解中间产物有邻苯二甲酸单丁酯及邻苯二甲酸。间歇的生化试验装置中，经15小时后可以完全将其降解。在厌氧条件下，邻苯二甲酸二丁酯也能慢慢进行降解，如在某一厌氧处理装置中，经2星期后它可以完全降解无机化。邻苯二甲酸二异丁酯，沸点296.5℃，熔点-64℃，相对密度1.039/20℃，水中溶解度20.3mg/L/20℃。急性及慢性毒性均较小，对眼睛，皮肤及粘膜具有刺激作用，非人类致癌物质。在大气中，它主要以气态的形式存在，它可以受光化学所诱发羟基游离基所降解，其相应的半衰期为41小时。在土壤中，它具有低的迁移性，不易从湿的或干的土壤中挥发出来，在环境中它可以进行生物降解，在水体中，它可以被水体中的悬浮固体及沉积物所吸附，它可以慢慢从水体表面挥发至大气中去，在模拟河流及湖泊中的挥发半衰期分别为100及700天。当pH为8时，其水解半衰期为195天。具有高的生物富集性，但由于它能进行生物降解，所以实际的生物富集性要比测算出的数值要低。在厌氧条件下，可以在96天内降解0～30%。邻苯二甲酸二戊酯，几乎无味的油状液体，沸点342℃，熔点-55℃，相对密度1.022/20℃，水中溶解度0.8mg/L/25℃27 污水处理工程可行性研究报告。毒性与邻苯二甲酸二辛酯类似，毒性低，可能对皮肤、眼睛及粘膜具有刺激作用，非人类致癌物质。在土壤中，它不具有迁移性，不易从湿的或干的土壤中挥发出来，可以进行生物降解，生物降解时转换成邻苯二甲酸及戊醇，在水体中，它可以被悬浮固体及沉积物所吸附，不易从水体表面挥发出来，生物富集性非常高，但由于水生生物能将其降解，所以实际的生物富集性较预测的要小，在pH为8及7时，其水解半衰期分别为130天及3.4年，在大气中，气态的邻苯二甲酸二戊酯可以受光化学所诱发的羟基游离基所降解，其半衰期为1.3天。邻苯二甲酸二环己酯，白色颗粒状固体，沸点222～228℃/4mmHg，相对密度1.383/20℃，稍溶于氯仿，溶于乙醇，乙醚及其它有机溶剂中，水中溶解度4.0mg/L/25℃。毒性低，对眼睛、皮肤及粘膜有刺激作用。食入对消化道有刺激作用，血色素轻微降低，当服用量大时，可引起消化道混乱、腹泻，还可能使中枢神经系统抑制，多神经炎，但量小时可以认为是无害的。在大气中，它仅以气态的形式存在，它可以受光化学所诱发的羟基游离基所降解，其相应的半衰期为16小时，在土壤中，它缺乏迁移性，它可以从湿的土壤中但不能从干的土壤中挥发出来，在水体中，它可以被悬浮固体及沉积物所降解，在模拟河流及湖泊中的挥发半衰期分别为1.1天及14天，但吸附可以延长其半衰期，生物富集性非常高，当pH为7或8时，它的水解半衰期分别为12年及1.2年，它可以在土壤中及水体中进行生物降解，当浓度为100mg/L时，四星期的BOD值测定可以得到理论值的68.5%。邻苯二甲酸二-(2-乙基己)酯，无色液体。沸点230℃/5mmHg，熔点-55℃，相对密度0.9861/20℃/20℃，水中溶解度＜0.01%或0.285mg/L/24℃，稍溶于四氯化碳。对眼睛、皮肤及粘膜有刺激作用。食入对消化道有刺激作用，血色素轻微降低，当服用量大时，可引起消化道混乱、腹泻，还可能使中枢神经系统抑制，但量小时可以认为是无害的。IARC将其致癌作用归类为3，非人类致癌物质。美国EPA的IRIS归类为B2，人类可能的致癌物质。ACGIH归类为A3，动物致癌物质。生态毒性LC50Daphniamagna:1,000-5,000ug/l/48hr，在大气中，它可以同时以气态或颗粒态的形式存在，它可以受光化学所诱发羟基游离基所降解，其半衰期为1827 污水处理工程可行性研究报告小时。颗粒态的酯可以被湿式或干式的形态去除。可以被光化学所降解，其中间产物为2-乙基己醇，2-乙基己烯，邻苯二甲酸。在土壤中，它不具有迁移性，不能从土壤中挥发至大气中去。在土壤中及水体中，它可以在好氧的的条件下进行生物降解。在水体中，它可以被悬浮固体及沉积物所吸附，不易从水体表面挥发至大气中去，也不易进行水解反应，其水解反应的半衰期在pH7时为2000年，具有高的生物富集性。在土壤中，它可以在80天内分解15～50%。在生物降解试验中，经过3个星期可以去除＞64％的邻苯二甲酸二乙基己酯。在厌氧条件下，在城市污泥的存在下，可以有83.3%的总去除率。在另一个降解试验中，它很少无机化，在不少其它菌种的情况下，也多次发现有这种情况。当浓度为25，50，100及200mg/L时，经过24，25，28及＞60天的延迟期后，培养60天后，可以有48，26，19及6%理论气量产生。另一报告，在停留时间为30天的情况下，可以有26%的去除率。邻苯二甲酸二庚酯，无色液体，沸点360℃，水中溶解度0.01%，可溶于苯，甲苯，汽油等有机溶剂中。毒性与邻苯二甲酸二辛酯类似，毒性低，可能对皮肤，眼睛及粘膜具有刺激作用，非人类致癌物质。在大气中，它可以同时以气态和颗粒态的形式存在，它可以受光化学所诱发的羟基游离基所降解，其相应的半衰期为22小时，颗粒态的邻苯二甲酸二庚酯可以用湿式或干式沉降的方法去除，在土壤中，它不具有迁移性，不易从干的土壤中挥发出来，但可以从湿的土壤中挥发出来。它具有生物降解特性，在河流中的生物降解半衰期为6～8天。在水体中，它可以被水体中的悬浮固体及沉积物所吸附，在无菌的河水中，80%的邻苯二甲酸二庚酯将吸附在沉积物中。水体表面的挥发速率较慢，在模拟河流及湖泊中的挥发半衰期分别为20天及150天。生物富集性低。当pH为8及7时，水解半衰期分别为130天及3.4年。当浓度为100mg/L时，它在2星期的BOD值测定时，可以测得其36%的理论值。当其浓度分别为5，10及20mg/L时，经24小时，可被半连续式的活性污泥系统降解52，48及54％。邻苯二甲酸二正辛酯，无色液体，沸点220℃/4mmHg，熔点-25℃，水中溶解度3mg/L/25℃27 污水处理工程可行性研究报告。毒性低，对眼睛、皮肤及粘膜有刺激作用。食入对消化道有刺激作用，血色素轻微降低，当服用量大时，可引起消化道混乱、腹泻，还可能使中枢神经系统抑制、多神经炎，但量小时可以认为是无害的，非人类致癌物质。在大气中，它可以同时以气态的或颗粒态的形式存在，气态的酯可以被光化学所诱发的羟基游离基所降解，其相应的半衰期为19小时。颗粒态的酯可以因湿式的或干式的沉降而被去除。在土壤中，它不易从湿的或干的土壤中挥发出来，迁移性小，当经过驯化后，在土壤中邻苯二甲酸二正辛酯可以很好地进行生物降解。在水体中，它可以吸附在悬浮固体及沉积物上，具有低～高的生物富集性。当水体的pH为7时，其水解的半衰期为107年，在生物降解试验中，它能很好的进行生物降解，在另一试验中，表明其生物降解半衰期为5天，降解产物有单酯及邻苯二甲酸。邻苯二甲酸二异辛酯，无色粘状液体，沸点370℃，熔点-4℃，相对密度0.984/20℃，水中溶解度0.09mg/L/25℃。毒性低，对眼睛、皮肤及粘膜有刺激作用，食入对消化道有刺激作用，血色素轻微降低，当服用量大时，可引起消化道混乱、腹泻、还可能使中枢神经系统抑制、多神经炎，但量小时可以认为是无害的。非人类致癌物质，IARC将其归类为3。在大气中，它可以同时以气态或颗粒态的形式存在，气态的酯可以受光化学所诱发的羟基游离基所降解，其相应的半衰期为19小时。颗粒态则可因湿式的或干式的沉降而被去除。在土壤中，它缺乏迁移性，不易从干的土壤中挥发至大气中去，但可从湿的土壤中挥发至大气中去。在土壤中，它可以通过生物降解而被去除。在水体中，它可以被悬浮固体及沉积物所吸附，可以从水体表面挥发至大气中去，在模拟河流及湖泊中的挥发半衰期分别为61小时及590小时。在水体中的水解速率相应慢，当pH为8时，其水解半衰期为125天。而当pH为7时，则半衰期为3.5年，具有高的生物富集性。生物降解性能好，用适合的微生物可以在96小时内降解其75％的酯，另一试验中，使用驯化的污泥可以在28天内去除其99%的酯。在一半连续式的活性污泥试验装置中，可在24小时内有84.5%的平均去除率。邻苯二甲酸二壬酯，无色油状液体，沸点413℃，不溶于水，相对密度0.97。可以通过气溶胶的吸入或皮肤吸收而中毒。对眼睛及粘膜有刺激性，对皮肤刺激较小，毒性较低。由于沸点较高，蒸气压较低，所以由于吸入而中毒的机会较小。当食入量较大时会产生中枢神经抑制。食入会引起胃及食道的刺激。动物试验中对肝具有中等程度的毒性，并可引起血糖过低。未被ACGIH,IARC,NIOSH27 污水处理工程可行性研究报告等列为致癌物质。致癌作用IARC将其归类为3。在大气中，它可以同时以气态及颗粒状的形态存在，气态的邻苯二甲酸二壬酯可以被光化学催化所诱发羟基游离基所降解，其相应的半衰期为16小时。颗粒状的邻苯二甲酸二壬酯可以经湿式或干式的沉降而去除。在土壤中，它不具迁移性，它很难从干土壤中挥发至大气中去，但可以从湿土壤中挥发至大气中去，但土壤对其的吸附可以减慢这个过程。在土壤及水体中，其降解途径主要是生物降解，其中河流中的半衰期为6～8天。在水体中，它可被悬浮固体及沉积物所吸附，在湖水中可以有80％的酯被吸附。通过水体表面挥发至大气中去的速率较慢，通过计算它的生物富集性非常强，但考虑到它的生物可降解性，所以实际的富集性要差一些。其水解半衰期在pH7及8时分别为7.7年及280天。在好氧条件下，邻苯二甲酸二壬酯的起始降解中间产物为邻苯二甲酸及壬醇，也可以在厌氧条件下进行降解。邻苯二甲酸二癸酯，无色液体，沸点261℃/5mmHg，相对密度0.9675/20℃/20℃，溶于烃类等有机溶剂中，水中溶解度0.33mg/L/24℃。毒性低，对眼睛、皮肤、消化道及呼吸道具有刺激作用，可以通过皮肤吸收进入人体，食入对消化道有刺激作用，血色素轻微降低，当服用量大时，可引起消化道混乱、腹泻，还可能使中枢神经系统抑制、多神经炎，长期接触可以引起恶心、头昏及头痛，未被ACGIH,IARC,NTP等机构列为致癌物质。在大气中，它仅以颗粒态的形式存在，可以受湿式的或干式沉降而被去除，在土壤中，它缺乏迁移性，不易从干的但可以从湿的土壤中挥发出来，但土壤对它的吸附可以降低其挥发性，可以在土壤及水体中进行生物降解，在水体中，它可以被悬浮固体及沉积物所吸附，在模拟河流及湖泊中的挥发半衰期分别为3天及28天，具有生物富集性，但它可以在水生生物体内代谢，所以生物富集性较低，当pH为8及7时，其水解半衰期分别为280天及7.7年。邻苯二甲酸二异癸酯，无色液体，沸点250～257℃/4mmHg，熔点-58℃，相对密度0.966/20℃/20℃，不溶于甘油，乙二醇，水中溶解度0.28mg/L/25℃27 污水处理工程可行性研究报告。毒性低，对眼睛、皮肤及粘膜有刺激作用。食入对消化道有刺激作用，血色素轻微降低，当服用量大时，可引起消化道混乱、腹泻，还可能使中枢神经系统抑制、多神经炎，但量小时可以认为是无害的。在大气中，它可以同时以气态的或颗粒态的形式存在，它可以受光化学所诱发的羟基游离基所降解，其相应的半衰期为15小时，颗粒态时可因湿式的或干式的沉降而被去除，在土壤中，它缺乏迁移性，可以从湿的但不是从干的土壤中挥发出来，可以土壤及水体中进行生物降解，当浓度为100mg/L时，用河水来培养，它可以在三天内去除14～30%，在水体中，它可以被悬浮固体及沉积物所吸附，在模拟河流及湖泊中的挥发半衰期分别为70天及1.4年，悬浮固体及沉积物对它的吸附可以减慢这个过程，具有低至高的生物富集性，当pH为7及8时，其水解半衰期分别为3.4年及130天。邻苯二甲酸双十一碳酯，无色液体，相对密度0.955/20℃，水中溶解度1.11mg/L/20℃。毒性低，对眼睛、皮肤及粘膜有刺激作用。食入对消化道有刺激作用，血色素轻微降低，当服用量大时，可引起消化道混乱、腹泻，还可能使中枢神经系统抑制、多神经炎，但量小时可以认为是无害的。在大气中，它仅以颗粒的形式存在，可以因湿式的或干式的沉降而被去除，在土壤中，它缺乏迁移性，不易从干的土壤中但可以从湿的土壤中挥发出来，在土壤及水体中可以进行生物降解，但浓度高时，对活性污泥具有抑制作用，当浓度为20mg/L时，在摇床试验中，其降解半衰期为5天，在水体中，它可以被悬浮固体及沉积物所吸附，在模拟河流及湖泊中的挥发半衰期分别为1.7天及17天，它具有非常大的生物富集性，但在鱼类中富集性较之为少，当pH为8及7时，其水解半衰期分别为280天及7.7年。邻苯二甲酸双十三酯，无色液体，沸点＞285℃/5mmHg，相对密度0.951/20℃/20℃，水中溶解度0.34mg/L/24℃。毒性低，对眼睛、皮肤及粘膜有刺激作用。食入对消化道有刺激作用，血色素轻微降低，当服用量大时，可引起消化道混乱、腹泻，还可能使中枢神经系统抑制，多神经炎，但量小时可以认为是无害的。在大气中，它仅以颗粒态的形式存在，可以因湿式的或干式的沉降而被去除，在土壤中，它缺乏迁移性，它可以通过湿式但不是干式的土壤挥发至大气中去，在水体中，它可以被悬浮固体及沉积物所吸附，在模拟河流及湖泊中的挥发半衰期分别为16小时及12天，悬浮固体及沉积物对它的吸附可以减慢这个过程，如在模拟池子中，如考虑到最大的吸附，则其半衰期应为5327 污水处理工程可行性研究报告年，计算所得的生物富集性非常高，但从其它类似的邻苯二甲酸酯来看，因为有分解邻苯二甲酸酯的酶，所以实际的生物富集性要低得多，当pH为8及7时，其水解半衰期分别为280天及7.7年，它可以在好氧条件下进行生物降解，并产生十三醇及邻苯二甲酸，在一半连续式的活性污泥系统中，在好氧条件下，经24小时处理，可以降解51.5％的酯，而在12天后得到完全的去除。反丁烯二酸（富马酸），针状，柱状或片状无色或白色结晶，无臭，带水果酸味。熔点287℃，或165℃/1.7mmHg升华。相对密度1.635，溶于乙醇，浓度硫酸，稍溶于氯仿，四氯化碳，水中溶解度6300mg/kg水/25℃或7000mg/L/25℃。可以刺激眼睛及皮肤，导致眼睛红痛，可以通过皮肤吸收进入人体，刺激食道及呼吸道引起肾损害。吸入引起的毒性与食入的毒性类似。未发现有致癌作用的报告。COD0.77BOD0.57～0.70，在土壤中，它可以很好地进行生物降解，并主要以离子态的形式存在。在水体中，它可以很好地进行生物降解，它在自然水体中的半衰期约在1～15天之间，在污染较严重的河流中降解更快。如在蒸馏水中则其半衰期为55天。五天BOD测定可以测得相当于34％的理论值。利用华勃氏呼吸仪进行五天BOD值测定，当其浓度为3.75～75ppm时，可以测得69～85％的理论值。另有报导，当浓度为500ppm时，24小时的华勃氏呼吸仪测定，可得2.7%的理论BOD值。此外，还有78.6%，41％等的数据。在水体中，它还可以直接进行光催化羟基游离基反应及单线态氧降解反应，不易挥发、水解、直接光解、生物富集及吸附在悬浮固体。在大气中，主要以颗粒态的形式存在，可以通过湿式或干式的形态去除，也可以被光化学所诱发羟基游离基所降解，其半衰期为7.3小时。被臭氧降解的半衰期为6.5天。顺丁烯二酸（马来酸），无色棱状结晶，具有淡的酸味。沸点135℃并分解，熔点138～139℃(水中重结晶)，130～131℃(醇及苯中重结晶)，相对密度1.590/20℃，溶于醇，丙酮，冰醋酸，稍溶于醚，实际上不溶于苯。水中溶解度788000mg/L/25℃。慢性中毒对肾有损害，可以通过食入或皮肤吸收而引起中毒，造成皮炎，带有腐蚀性，可以引起严重的眼睛刺激，并灼伤眼睛，与眼睛可以造成永久性的伤害，对呼吸道及消化道也可造成灼伤，未被IARC等机构列为致癌物质。COD0.82～0.93BOD0.57～0.6327 污水处理工程可行性研究报告，在土壤中，它可以渗析到地下水，并可以进行生物降解，在水体中，它可以生物降解，或进行生物富集，而挥发及吸附在沉积物中则不易进行。在大气中，它可以以气溶胶的形态存在，或以通过湿式或干式的形式去除，也可以通过光化学所诱发的羟基游离基所氧化降解，其相应的半衰期为1.1小时。含有顺丁烯二酸及反丁烯二酸的废水(COD值为7400毫克／升),可在无机电解质存在下电解氧化处理以取得净化效果。在电解过程中,需经常交换电极的极性。如可在氯化钠0.1%及硫酸0.6%存在的情况下,工作电压为6.5伏,电流为12安培,电流密度为7～10安培/分米2,电解40分钟。阴极及阳极均由铅组成,电极极性每20分钟转换一次,则COD值可降低到1100毫克／升(去除率为85%)。顺丁烯二酸、草酸、已二酸、戊二酸及丁二酸,均很容易地用活性污泥法予以分解。在原子能工业的废水中含有大量的草酸,用间歇或活性污泥法处理,其氧化降解率为1.33千克/(立方米.天),曝气7小时后,可将pH为2.5～3.5的草酸废水从含量为2000毫克／升降低到8.8毫克／升。顺丁烯二酸酐生产废水可将pH调整至3.6～6.8,温度控制在38～40℃,然后进行生化处理,有机物去除率可达75～90%,并可回收甲烷。硫脲，白色结晶，味苦，熔点176～178℃，沸点150～160℃真空下(升华)，蒸气压0.00283mmHg/25℃，相对密度1.405，蒸气相对密度2.6，溶于醇，不溶于醚，水中溶解度142000mg/L。对眼睛、皮肤、呼吸道及消化道具有刺激作用，可以引起过敏性皮肤反应，对血液系统、肝、骨髓、甲状腺及生殖系统有不良作用。食入可以引起贫血、白血球减少症、血小板减少、骨髓抑制。长期反复接触可以引起甲状腺损害，硫脲具有抗甲状腺作用，严重时可以致死。对人类的致癌作用，IARC认为对人类无致癌作用，将其归类为3，美国NTP将其归类为可疑致癌物。COD=0.83，BOD=0.075～0.0113，在大气中，它仅以气态的形式存在，它可以受光化学所诱发的羟基游离基所降解，其相应的半衰期为0.4天。也可以直接进行光解。在土壤中，它具有非常高的迁移性，不易从湿的或干的土壤中挥发出来，在土壤中，硫脲基本上不能进行生物降解。在水体中，它不易被悬浮固体及沉积物所吸附，不易从水体表面挥发出来，生物富集作用弱。在水体中，它也可以受光化学所诱发的羟基游离基所降解，其相应的半衰期为171天。硫脲浓度较高时，对降解微生物具有抑制作用。在五天的生物降解试验中，它只能产生3～17%的二氧化碳。在用活性污泥法处理硫脲时，只有16.8%27 污水处理工程可行性研究报告的二氧化碳产生，另一试验中，只有3%的降解。在用华勃氏呼吸仪测定其生物降解性时，发现当浓度为500mg/L时，对降解微生物产生毒性，并用各种活性污泥处理时，所得的结果均是非常差的。含硫脲废水可用沉淀法处理，处理时可用Cu++(化学计量比为1～5:1Cu++/硫脲)使它与硫脲形成Cu[(NH2)2CS]6++而沉淀，并调整pH至8～10，此时Fe、Zn、Cu等离子均以氢氧化物的形式而沉淀出。如某锅炉清洗液(COD2100毫克/升,pH9)含硫脲、金属离子等。加入2.5摩尔/升的硫酸铜,再用氢氧化钙使pH8～10,用空气搅拌2小时(500升空气/升废水.分))，再经静置，处理后的pH为8，COD为20毫克/升，并已除去大部份金属离子及悬浮固体。另一锅炉洗涤水内含硫脲及柠檬酸可在pH8～10下先用铜盐沉淀硫脲，再在pH11.5～13.0下用钙处理柠檬酸。其废水成份如下:COD为6950毫克/升，Fe为1600毫克/升，Zn为114毫克/升，Cu为6毫克/升及F-为1420毫克/升，pH3.8。加入足够量的硫酸铜，得到2摩尔的硫脲铜络合物，再用氢氧化钙将pH调至8，在500升空气/(升废水.分)下曝气2小时，静置沉降，对上清液用足够的氢氧化钙，使其量相当于1.5倍的化学计量柠檬酸，再至pH12.5，曝气并加入絮凝剂，放置后其上清液为无色，COD为85毫克/升，Fe为0.9毫克/升，Zn为0.4毫克/升，Cu为0.8毫克/升，F为0.7毫克/升，pH为7。硫脲及其衍生物可用活性炭/离子交换树脂系统处理。如200毫克/升的硫脲废水，经上述方法处理，硫脲含量可低于1毫克/升。清洗用废盐酸中的硫脲，可先将pH调节至≥12,以去除其中重金属离子,然后用≥4摩尔比的过氧化氢将其中的硫脲氧化成尿素，最后用≥3摩尔的次氯酸钠将其氧化成不受排放标准限制及无害的成分。当硫脲的浓度为0.4～2.7%时,经3小时的处理可有≥98%的去除率。用碱性的过氧化氢可以处理锅炉盐酸清洗废液中的硫脲，去除率可达＞99%，4小时后硫脲可以转化成无毒及非控制物质尿素。可以用二氧化钛作催化剂，对硫脲进行光化学分解，其降解产品中有氰胺及双氰胺等生物难降解物质生成。铜离子除以沉淀形式去除硫脲外,也可用铜型的强(或弱)酸性阳离子交换树脂法去除,特别适用于管道及设备(核电站、热电站)的清洗中。例如Doxex27 污水处理工程可行性研究报告HLR-S用氯化铜处理后装柱,废水的COD值为12000毫克/升,主要含有柠檬酸、甲硫醇及硫脲。在pH3时用过氧化氢,处理,再用离子交换法处理,则出水的COD值为3.5毫克/升,硫脲为5毫克/升,如果不是Cu+型的离子交换树脂,则出水的COD值及硫脲含量分别为59毫克/升及84毫克/升。金属表面酸洗废水中的硫脲,可先用含氯氧化剂氧化,再用电解法去除之。如2.5%的废盐酸中,含有0.75%的硫脲(COD6200毫克/升),将pH调整至12,用14%的次氯酸钠氧化,并使氯/COD的比值约等于0.8,则COD值可降至1100毫克/升,再进行电解氧化3小时,电流密度为8安/分米3,用Pt及Fe作电极,则COD可进一步降低到220毫克/升。次氯酸钠氧化硫脲也可用Ag-Hg/AgCl的氧化还原电位势来控制,如在pH1.5～6.0时,一直处理到氧化还原电位为-100～10毫伏为止。含硫脲废水也可用Pseudomonas进行生化处理。如制备2-氨基-2-噻唑啉-4-羧酸时废水中含有硫脲。废水中2-氨基-2噻唑啉-4-羧酸的含量为134毫克/升,硫脲的含量为73.2毫克/升,在生化处理二天后,二者均可从废水中消失。铁酸盐可以在pH　8.8～11.5及10～30度的温度下分解硫脲。3.3处理技术综述水中的邻苯二甲酸酯(毫克／升级)可用多孔泡沫聚氨酯塑料在静态或动态的情况下被吸附去除。邻苯二甲酸二乙酯及二丁酯可用反渗透方法去除。邻苯二甲酸二丁酯在pH为3、7或11的条件下,可用60CO伽马-辐射处理之，当辐射剂量为3×104拉德，pH7时，其主要降解产物为邻苯二甲酸单丁酯，在pH3及11时更易分解,生成的既不是单酯也不是邻苯二甲酸的醚溶性物质，在106拉德时则几乎全部分解成挥发性或水溶性的小分子物质。在用化学氧化时,邻苯二甲酸二甲酯可用臭氧在pH4～11下使其降解或邻苯二甲酸二乙酯可用二氧化钛作催化剂,并在紫外光或日光的存在下进行催化氧化而去除。水中的邻苯二甲酸二甲酯,二乙酯,二丁酯及二2-乙基已醇酯可用二氧化钛/UV处理之,并已发现羟基邻苯二甲酸酯及二羟基邻苯二甲酸酯是其中间降解产物。邻苯二甲酸酯生物降解过程一般认为是邻苯二甲酸酯→单酯→酸→二氧化碳及水。27 污水处理工程可行性研究报告邻苯二甲酸酯生产废水(包括已二酸、顺丁烯二酸及1,2,4-苯三酸酯)在进入城市污水站前,可先用离心分离方法处理,其效果比重力分离法为好。邻苯二甲酸酯类生化降解性能在很多研究报告中均有介绍，如能降解苯二甲酸酯的分解菌有Aeromanassp.Pseudomonassp.及Nocardiasp.等。另外还从研究邻苯二甲酸二丁酯(DNBP)的生化降解特性中发现，DNBP在灭菌土壤中不被降解，说明DNBP降解是由微生物引起的。未灭菌不接种土壤中DNBP分解仅14.1%,而分离出的Pseudomonasfluoresces(荧光假单胞菌)及Xanthomonascampestris(野油菜黄单胞菌)具有较强的降解能力。高浓度的邻苯二甲酸二丁酯及二辛酯的废水可用驯化的活性污泥在加压接触氧化装置中有效地进行处理,当压力为300KPa,进水COD为10000～12000毫克／升及平均氧浓度为3毫克／升时,COD的去除率可达≥95.3%。用驯化污泥来处理邻苯二甲酸酯类时发现邻苯二甲酸二甲酯、邻苯二甲酸二丁酯等短碳链酯能很快被降解，邻苯二甲酸二甲酯三天内降解90%，邻苯二甲酸二丁酯八天内降解90%，但邻苯二甲酸二辛酯降解较慢。3.4可生化性试验对DBP、DOTP混合水样进行了可生化性试验。向2L烧杯中一次投加8.5g经过初步驯化后污泥。DBP、DOTP混合水COD为1800mg·L-1，四天后出水COD都在200mg·L-1以上，出水有些浑浊，但污泥沉降速度很快，SV30为35%-40%。之后出水COD逐渐下降，最终出水COD降至16mg·L-1，出水清澈。之后，当进水COD浓度逐渐提高到9000mg·L-1时，出水为35-55mg·L-1，上清液任然很清。通过对反应器中VSS、COD统计，其表观污泥产率Yobs=0.11gVSS/gCOD。2009年8月，用上述驯化后的污泥在XX化工有限公司厂区内进行了重复试验，得到相互一致的结果。试验结果说明，DBP、DOTP废水适合生物处理，COD去除率可达98％，剩余生物污泥量低。27 污水处理工程可行性研究报告3.5处理工艺确定根据该类废水的水质特点，及公司分段分部实施的规划要求，采用厌氧和好氧处理相结合的生化组合工艺比较合适。厌氧处理方法和好氧处理方法各有优缺点，厌氧处理工艺能够承受更高的进水有机物负荷，但出水的C0D仍然较高，难以达标排放；好氧处理工艺可以更彻底地降解废水中的有机物，但高浓度有机废水直接进行好氧处理时，需要对原废水进行高倍数的稀释。将两种工艺串联起来，它们各自的优点得到发扬，不足得到弥补。工艺流程见图3-1。小品种及DOP、DINP废水DBP废水及富马酸废水其他污水调节池1调节池2UASB厌氧反应器（第二阶段实施）好氧生化池（第一阶段实施）回流污泥生化剩余污泥污泥外运处置污泥脱水机一沉池（第一阶段实施）达标排放图3-1废水处理流程简图27 污水处理工程可行性研究报告第一章工艺4.1工艺参数计算或参考依据（1）生产废水水量水质参数（2）试验研究结果（3）相关工程实际运行经验参数及有关工艺设计规范4.2污水处理系统4.2.1处理工艺流程与平面布置处理工艺流程见附图1，工艺平面布置见附图2。4.2.2主要设备及构筑物设计参数（1）富马酸集水池设计水量：Q＝80m3/d数量：1座（钢筋混凝土结构）池体尺寸：8×5×6m有效容积：200m3水力停留时间：2.5d（2）DBP集水池设计水量：Q＝420m3/d数量：1座（钢筋混凝土结构）池体尺寸：8×5×6m有效容积：200m3水力停留时间：11h（3）其他水集水池设计水量：Q＝500m3/d数量：1座（钢筋混凝土结构）第58页 污水处理工程可行性研究报告池体尺寸：8×5×6m有效容积：200m3水力停留时间：9.6h（4）厌氧罐（UASB）设计水量：Q＝500m3/d数量：4座（钢制结构）主体尺寸：Φ9×18m（含三相分离器）有效容积：600m3HRT：4dMLSS：20.0g/LMLVSS：15.0g/L容积负荷：5.7KgCOD/m3/d泥龄：85dA.（水煤气）空压机）数量：1台风量：0.3m3/min功率：3.0Kw（5）好氧池设计水量：Q＝1000m3/h数量：1座（钢筋混凝土结构）池体尺寸：45×24×6m有效容积：5940m3HRT：5.9dMLSS：7.0g/LMLVSS：5.0g/L污泥回流：400%容积负荷：0.547KgCOD/m3/d泥龄：60-75dA.风机第58页 污水处理工程可行性研究报告数量：4台风量：40.4m3/min功率：55Kw（6)二沉池数量：1座（钢筋混凝土结构）池体尺寸：Ф10×6m有效容积：400m3表面负荷：0.56m3/m2/hA．刮泥机数量：1台设备类型：中心传动规格：D=10m功率：1.1kW4.2.3各处理单元处理效率污水处理系统单元处理效率见表4-1。表4-1处理单元去除率设计总表工艺名称单元名称CODCr(mg/L)水量（m3/d）厌氧罐进水量500进水浓度25000出水浓度6250去除率(％)75.0生化系统进水量1000进水8000二沉池出水100去除率(％)984.2.4污泥处理系统（1）污泥处理工艺第58页 污水处理工程可行性研究报告污水生化过程中产生的生化剩余污泥直接由具有浓缩功能的二沉池排出，进入污泥脱水机进行污泥脱水。（2）污泥量参数表4-2污泥量参数表污泥来源及性质厌氧罐二沉池厌氧污泥好氧污泥污泥最大干固量（KgVSS/d）420480脱水前污泥体积（m3/d）2848脱水前污泥含水率（％）98.099.0脱水后污泥量（t/d）1.42.20脱水后污泥含水率（％）7078脱水后污泥量合计（t/d）3.6第58页 污水处理工程可行性研究报告第一章土建5.1概述（1）详见“XXXX化工有限公司污水处理站地质勘察报告”（2）建、构筑物设计使用年限为50年（3）建筑材料尽可能使用地方产品和当地材料（4）本方案采用的主要国家标准规范及标准图如下：《工业企业总平面设计规范》GB50187-93《建筑抗震设计规范》GB50011-2001（2008年版）《石油化工生产建筑设计规范》SH3017-1999《给水排水工程钢筋混凝土水池结构设计规程》CECS138:2002《钢结构设计规范》GB50017-2003《砌体结构设计规范》GB50003-2001《动力机器基础设计规范》GB50040-965.2站地条件5.2.1站址概况见污水站平面位置图（附图3）。站区占地面积2880m2，不需新增用地。5.2.2工程地质、地震烈度根据“污水处理站地质勘察报告”，场区各土层自上而下分别为①人工土、②湿陷性亚粘土、③亚粘土、④碎石、⑤亚粘土、⑥灰岩等。其中湿陷性亚粘土厚度变化在0.4～5.0m之间，相对湿陷系数（δsh）0.036（平均值），压缩模量5.88MPa，容许承载力为140～200kPa。经测定为工级非自重性湿陷土。第③层亚粘土压缩模量为15.88MPa，容许承载力为245kPa，工程性能较好。拟建场区西北部地下水属上层滞水，经采样分析，对混凝土无侵蚀性。地震烈度：7度第58页 污水处理工程可行性研究报告5.2.3当地气象条件绝对最高气温42.1℃绝对最低气温-23.0℃最热月（7月）日最高气温平均值32.1℃最冷月（1月）日最高气温平均值-8.1℃年平均相对湿度67%月平均最大相对湿度83%月平均最小相对湿度57%年平均气压755.5mmHg月平均最大气压763.6mmHg月平均最小气压745.0mmHg极端最高气压779.8mmHg极端最低气压736.0mmHg年平均降雨量733mm日最大降雨量230mm小时最大降雨量64.6mm十分钟最大降雨量23.4mm最大年降雨量1337mm降雨强度公式：ƒ=4256（1+0.59Lgp）/（t+13）0.9L/s.ha最大积雪深度330mm雪荷载30g/m2瞬时最大风速（地面以上10m处）40m/s10分钟平均最大风速（地面以上10米处）24.3m/s风荷载（地面以上10米处）40mg/m2年平均风速2.6m/s年主导风向南西南最大冻土深度0.5m第58页 污水处理工程可行性研究报告5.3主要设计内容结构专业主要内容见表5-1。表5-1建（构）筑物一览表序号建、构筑物建筑结构选型火险等级占地面积建筑面积1集水池钢筋混凝土戊类138m22好氧池钢筋混凝土戊类1150m23二沉池钢筋混凝土戊类95m24机房砖混结构丁类200m2185m25.4设计原则5.4.1总图及建筑设计原则a、建筑设计在满足工艺、安装、操作与检修以及国家有关规范及标准的要求下，尽量做到美观。b、为节约用地并便于管理，新建设施布置必须紧凑。d、各水池之间有走道相连，可以相互走通，便于操作、检修等作业。e、布置流畅，管道迂回少，减少污水提升动力费用和管道投资。5.4.2结构设计原则a、建、构筑物设计严格遵守国家颁布的有关规定、规范，在满足生产等要求的前提下，尽可能为施工、检修提供方便条件。b、材料选型，优先采用本地材料和构配件，在安全可靠的基础上尽量采用新技术、新结构、新材料。c、根据石油化工污水的特殊性，采取必要的措施，妥善处理防火等问题。d、选型和空间处理等应满足工艺、安装及检修以及结构强度、刚度、变形和抗震等要求。5.4.3主要构筑物一览表表5-2水池一览表构筑物名称代号数量单池尺寸（m）池底标高(m)池壁厚(mm)有效容积（m3）富马酸集水池B11座8×5×6.0-2.500350-600200第58页 污水处理工程可行性研究报告DBP集水池B21座8×5×6.0-2.500350-600200其他水集水池B31座8×5×6.0-2.500350-600200好氧池B41座45×24×6.0-2.500350-6005940二沉池B51座Φ10×6.0-2.500300400厌氧罐B64座Φ9×18-2.500钢结构4×12005.4.4结构安全等级和建筑抗震分类本工程结构安全等级为二级，结构设计使用年限为50年，建筑抗震重要性分类为丙类。工程设计按地震基本烈度7度设防，并按照有关抗震设计规范设计。5.4.5走道均布活荷载标准值1.水池连接走道板：2.5KN/m22.天桥走道：3.0KN/m25.4.6构筑物结构钢筋：采用HPB235级钢（Φ）、HRB335级钢（Φ）。水池：均为钢筋混凝土现浇，采用C30商品混凝砼，抗渗等级S8。水池垫层：均为C15厚100商品混凝砼。好氧池：设一道后浇带及掺加UEA或HEA混凝土微膨胀剂施工方法。第58页 污水处理工程可行性研究报告第一章电气6.1概述6.1.1设计范围污水处理站电气设计包括以下内容：（1）配电（2）电缆敷设（3）防雷、防静电保护接地（4）照明6.1.2用电负荷及负荷等级根据工艺专业提供条件，设计污水处理系统负荷等级：3级。系统总容量约240KW，总需要容量为150kW，用电负荷计算见表6-1。表6-1主要用电设备负荷名称代号规格/型号安装数量电机功率/Kw有功功率/Kw厌氧提升泵P1Q=55m3/h，H=22m1台7.55.40好氧提升泵P2Q=25m3/h，H=10m1台1.10.90二沉池刮泥机M1Ф10×6m1台1.10.66风机C1Q=40.4m3/min，H=49kP4台4×553×44.7厢式压滤机M2XZ80/10001台3.02.00空压机C2Z-0.3/71台3.02.00药剂计量泵P3Q＝250L/h，H=30m1台0.40.30照明1.01.00仪表用电1.01.00合计238.1147.366.1.3供电电源利用厂区供配电系统。第58页 污水处理工程可行性研究报告6.1.4设计规范与依据《石油化工装置基础工程设计内容规定》SHSG-033-2003《建筑照明设计标准》GB50034-2004《低压配电设计规范》GB50054-95《建筑物防雷设计规范》GB50057-942000版《电力装置的继电保护和自动装置设计规范》GB50062-92《电力工程电缆设计规范》GB50217-2007《电力装置的电气测量仪表装置设计规范》GBJ63-90《钢制电缆桥架工程设计规范》CECS31:91工艺等专业提供的设计要求条件6.2供配电系统本系统用电负荷较低，根据总图布置和现场实际情况，本装置利用厂区低压配电室。系统使用电源电压：380/220V，频率50HZ。操作电源：0.4kV二次系统控制电源采用交流220V。低压配电室内的低压开关柜以放射式向用电设备供配电。用电设备采用短路、过载等保护。用电设备自带控制箱的，本设计只供配电回路。6.3照明照明采用光敏开关控制，照明线路采用铠装交联电力电缆穿钢管敷设。照度标准按生产需要和使用功能要求确定。照明光源按工作场所而定，生产区采用金属卤化灯。照明电源供给电压380V/220V，使用电压220V，照明负荷三相平衡。照明灯具根据使用要求采用照明配电箱集中控制。6.4防雷、防静电保护接地电气保护接地，要求接地电阻不大于10欧姆。建筑物采用在建筑物顶部设避雷带进行防直击雷保护。第58页 污水处理工程可行性研究报告本装置的工作接地、保护接地、防静电接地及防雷接地连在一起，构成统一的接地网，并与全厂接地网相连。6.5配电线路动力配电线路采用JYV22-1KV电力电缆和KVV-0.5控制电缆直接埋地敷设至配电设备。室外照明配电线路采用JYV22-1KV电力电缆直接埋地敷设。6.6主要电气设备、材料的选择低压配电室的配电设备，低压配电柜设备选用MSN-0.4型低压抽出式开关柜；照明箱选用PZ30型。室外灯具配置庭院路灯。室外导线采用YJV22-1KV交联聚乙烯绝缘钢带铠装聚乙烯护套电力电缆和KVV22-0.5KV聚氯乙烯绝缘钢带铠装聚氯乙烯护套控制电缆。室内导线选用YJV-1KV聚氯乙烯绝缘聚氯乙烯护套电力电缆，KVV-0.5KV聚氯乙烯绝缘聚氯乙烯护套控制电缆和BV-450/750V聚氯乙烯绝缘铜芯电线。6.7节能措施为节约电能，降低单位产品耗电量，本装置选用节能型电气设备。装置区照明灯具采用高效节能型电磁感应灯或金属卤化物灯。所有的低压电缆均采用铜芯交联电力电缆、控制电缆，以增加载流量，降低线损。第58页 污水处理工程可行性研究报告第一章仪表7.1概述设计包括污水处理过程检测、变送，处理系统的检测信号引入总控制室DCS系统。7.2主要标准、规范《石油化工装置基础工程设计内容规定》SHSG-033-2008《化工装置自控工程设计规定（上、下卷）》HG20636~20639-1998《自动化仪表选型设计规定》HG/T20507-2000《控制室设计规定》HG/T20508-2000《仪表供电设计规定》HG/T20509-2000《仪表供气设计规定》HG/T20510-2000《信号报警、安全联锁系统设计规定》HG/T20511-2000《仪表配管、配线设计规定》HG/T20512-2000《仪表系统接地设计规定》HG/T20513-2000《分散型控制系统工程设计规定》HG/T20573-957.3自动化水平总控制室可以完成各种数据采集、过程监控、报警、记录、报表打印、流程图画面显示及系统自诊断等功能，计算机上可以直观地显示所有受控设备的运行状态。DCS系统由总体设计院否则，本系统负责将所有信号接入DCS系统。根据工艺要求，本装置控制简单，系统的主要功能是数据采集、过程监示。7.4仪表安全根据装置工艺介质酸碱腐蚀性的特点，在仪表选型上选择了耐腐蚀性的材质，如电磁流量计电极选用哈氏合金材质等。所有仪表均要求带有永久性的防腐金属铭牌标记。第58页 污水处理工程可行性研究报告7.5环境特征及仪表选型根据工艺特性及介质要求、工艺流程配置必要的流量和水质分析等检测仪表。（1）流量仪表对厌氧罐进水管流量、好氧池进水管流量进行流量显示。流量变送根据测量介质不同的腐蚀性、是否导电及安装要求等，选用分体式电磁流量计，将流量变送器放置于现场仪表保护箱内。信号进控制室显示。（2）过程分析仪表pH分析仪：选用沉入式pH电极，配套的pH变送器放置于现场仪表保护箱内。信号进控制室显示。COD分析仪：成套产品。 全自动运行，长时间自控，低维护量，低运行成本，低药剂消耗，预备时间短，操作简单，电气部分和水力部分完全隔离，采用微电脑控制处理单元,，标准4-20mA模拟输出RS232及相应软件可与本地或远程PC相连接,以实现远程控制。信号进控制室显示。TVA在线分析仪：成套产品。采用PLC可编程控制技术、设备抗干扰能力强、运行稳定可靠。具有自动清洗、采样、报警、掉电保护、数据存储等功能。开放式接口设计、兼容性强、可实现数据远程控制及共享。数据接口:RS232/RS485模拟输出：4~20mA。信号进控制室显示。7.6DCS控制点（1）各设备的运行状态均进入DCS（3）信号类型及实际点数：变送器标准电流4-20’mA，DC输入：6点电气专业状态输入触点信号：10点冗余：5点7.7动力供应仪表用电源电压：220V±10%AC频率：50±1Hz容量：1kW第58页 污水处理工程可行性研究报告仪表用电源由电气专业提供；UPS电源由DCS系统成套提供。7.8分析化验水质分析项目有：COD、BOD5、pH、碱度、TVA、SV30、MLSS、MLVSS等。一般情况下，在线仪器检测与化验室分析数据均有效，可以用作运行管理与上报。系统调试结束期分析项目见表7-1。表7-1污水站分析项目采样点CODＣrBOD5碱度/pHTVASV30MLSSMLVSS三种进水√√√厌氧罐出水√√√√√√√好氧池池末端(澄清30min)√√√√√√二沉池出水√√√测定频率每日1次看情况每日1次看情况每日1次每周1次每周1次第58页 污水处理工程可行性研究报告第一章公用工程8.1给排水8.1.1给水利用厂区现有供水系统。8.1.2排水利用厂区现有排水系统。8.2消防8.2.1火灾危险等级按丁类设计。8.2.2防火措施a、利用厂区现有消防系统。b、在工作室内设报警电话及禁止烟火等标记。第58页 污水处理工程可行性研究报告第一章定员9.1组织机构污水处理站作为生产区的一个车间，行政上隶属生产厂管辖。站内设负责任、化验员与操作员。9.2生产班制和定员表9-1操作管理人员项目污水、污泥处理0:00-8:0018:00-16:00116:00-24:001轮休1化验1负责人1合计6第58页 污水处理工程可行性研究报告第一章节能设计中从以下几方面节能：1）采用节能工艺，即从工艺与工艺参数设计中节省能耗，以及便于节能管理。2）本系统，风机能耗占主要（90%以上）。对于风管，设计时尽量使连接管路短而直，以减少阻力损失。3）污水厂在全厂水力高程计算中，力求精确，在保证良好运行条件的基础上，减少水泵工作扬程，以节省常年电耗。4）在电气设计中，站区内配电线路全部采用低阻抗的铜导线以降低线路损耗，提高传输能力。5）采用自动无功补偿装置，以减少无功损耗，提高功率因数。第58页 污水处理工程可行性研究报告第一章环境保护11.1环境效益分析本系统建成后，很大程度地改善外排污水的水质，各项污染因子浓度值下降幅度显著，污水处理厂建成以后该厂外排污水可满足当地排放要求，系统主要污染物削减量见表11-1。表11-1污水处理厂建成前后外排污水主要污染物对比表项目COD总量处理前6600吨/年处理后110吨/年削减量6490吨/年削减率98％表11-1说明，系统建成后将大大降低了对周围环境的影响，另外在工艺设计方面充分考虑了二次污染的防治。工艺设计中，虽然已充分考虑了系统操作弹性即耐冲击能力问题，但有效管理仍然是十分重要的，因此应建立一套完善的管理监督体制。11.2工程建成后污水处理厂对环境的影响11.2.1设计中执行的规范与标准《环境空气质量标准》（二级）GB3095-1996《大气污染物综合排放标准》（二级）GB16297-1996《XX省小清河流域水污染物综合排放标准》DB37/656-2006《工业企业厂界噪声标准》（Ⅲ类）GB12348-9011.2.2环境空气影响分析本系统在运行过程中对整个厂区以及周围环境空气质量影响不明显。第58页 污水处理工程可行性研究报告11.2.3噪声环境影响分析本装置利用现有的离心风机在运行过程中所产生噪声对厂区声环境不会造成明显影响，其主要他机电设备均在水下。11.2.4固体废弃物环境影响分析本系统固体废物（厌氧罐与二沉池好氧剩余活性污泥）可作为肥土使用，对环境质量不会产生不利影响，而且，从工艺与设计技术角度，可将剩余污泥量降低到几乎最小量。第58页 污水处理工程可行性研究报告第一章职业安全卫生12.1设计依据《工厂安全卫生规程》《工业企业设计卫生标准》《化工企业安全卫生设计规定》HG20571-95《石油化工企业设计防火规范》及修改条文GB50160-92《建筑设计防火规范》GB50016-2006《建筑防雷设计规范》GB50057-94《火灾自动报警系统设计规范》GB50116-8《建筑灭火器配置设计规范》97年版GB50140-200512.2安全技术措施（1）严格遵循“职业安全卫生设施与主体工程同时设计、同时施工、同时投产”的原则，选择先进合理、安全可靠、符合国家安全卫生防护要求的工艺技术和设备材料，对可能发生的事故采取有效防范措施。（2）在构筑物的最高处设置了避雷设施，变配电采用在建筑物顶部设避雷带的方式防直击雷。本装置的工作接地、保护接地及防雷接地连在一起，构成统一的接地网。12.3安全防护（1）照明设一般照明和应急照明。应急照明采用应急灯，应急时间不小于30分。（2）各种构筑物及操作平台均设置了防护栏杆，确保操作安全。第58页 污水处理工程可行性研究报告第一章项目实施计划13.1设计进度表12-1预期施工图设计进度表工作进度内容3天6天9天12天15天18天21天24天27天30天33天36天39天42天45天48天51天a工艺参数制定及计算b工艺条件图c工艺施工图d土建施工图e电气施工图f施工图纸会签、校对g施工图审核h施工图出图说明：13.2施工进度表10-2预期施工安装进度表工作进度内容20天40天60天80天100天120天140天160天180天200天220天240天260天280天300天320天340天a土建施工b设备材料订货c安装施工准备d工程安装e设备单机调试f工艺联动清水调试g工艺调试说明：第58页 污水处理工程可行性研究报告第一章投资估算及资金筹措14.1工程投资分析项目报批总投资为：1971.03万元;其中：建设投资：1971.03万元，建设期贷款利息：75万元，铺底资金：600万元。现对建设投资进行详细分析如下：其中:固定资产费用：1836.03万元,占建设投资的93.15%；预备费用:100万元,占建设投资的5%；现对各专业投资分析如下：其中:设备购置费用:1163.80万元,占建设投资的59.04%;安装工程费用:176.53万元,占建设投资的8.96%;建筑工程费用:495.70万元,占建设投资的25.15%;其它工程费用:135.00万元,占建设投资的6.85%;14.2编制依据（1）石油化工项目可行性研究投资估算编制办法试行[中石化咨（2006）203号]；（2）类似工程指标；（3）《工程建设全国机电设备2008年价格汇编》；（4）现行市场价及有关询价；（5）工程建设监理费按国家物价局、建设部（2007）价费字670号文《关于发布工程建设监理费有关规定的通知》计列；（6）设计费按国家计委、建设部关于发布计价格[2002]10号文《工程勘察设计收费管理规定》优惠计列；（7）前期工作费按国家计委计价格[1999]1283号文通知执行。14.3其他说明1、涨价预备费按计投资[1999]1340号文按零考虑。2、本工程未考虑供电贴费及水增容费；第58页 污水处理工程可行性研究报告3、根据财税字[1999]299号文财政部、国家税务总局、国家计委关于暂停征收固定资产投资方向调节税的通知。本估算未列固定资产投资方向调节税。14.4投资估算表表14-1工程投资估算单位：万元XX理工大学工程设计研究院有限公司工程投资概算表工程号:ECD09318主项号:单位:万元编制　工程名称XX蓝矾化工有限公司污水处理工程设计阶段可研校核　车间(或)装置名称污水处理日期Oct-09审核　版次1序号单元号或主项号工程项目或费用名称主要工程量设备购置费主要材料费安装费建筑工程费其他合计占投资%含外币金额(币种)备注一　建设投资　1163.80126.7149.82495.70135.001971.03100.00　　(一)　固定资产费用　1163.80126.7149.82495.70135.001971.03100.00　　1　工程费用　1163.80126.7149.82495.70　1836.0393.15　　(1)　总图竖向布置　　　　73.00　73.003.70　　　　道路　　　　20.00　20.00　　　　　绿化　　　　15.00　15.00　　　　　拆除　　　　38.00　38.00　　　(2)　建筑物　　　　85.00　85.004.31　　　　污泥脱水机房　　　　25.00　25.00　　　　　配电房装饰　　　　5.00　5.00　　　　　风机房装饰　　　　5.00　5.00　　　　　仓库装饰　　　　5.00　5.00　　　　　异味收集系统　　　　45.00　45.00　　　(3)　构筑物　　　　337.70　337.7017.13　　　　好氧池　　　　220.00　　　　　　　二沉池　　　　22.00　　　　　第58页 污水处理工程可行性研究报告　　厌氧罐设备基础　　　　80.00　　　　　　　外排池　　　　3.20　　　　　　　监测＃　　　　2.50　　　　　　　其它　　　　10.00　　　　　(4)　机械设备　58.30　2.50　　60.803.08　　　　水泵4台3.20　0.30　　3.50　　　　　隔膜泵2台3.00　0.30　　　　　　　　　计量泵　2台4.00　0.40　　　　　　　　风机4台25.00　1.50　　26.50　　　　　　压缩机　1台1.50　0.10　　　　　　　　　压滤机1台20.00　2.50　　　　　　　　　空调　3台1.60　0.50　　　　　　(5)　工艺专用设备及器材　1048.50　34.30　　1082.8054.94　　　　刮泥机1台14.00　1.50　　15.50　　　　　厌氧罐4台960.00　32.00　　992.00　　　　　　沉淀池配套1套6.50　0.80　　　　　　　　　曝气系统1套65.00　2.00　　　　　　　　　气提器2台3.00　0.50　　　　　　(6)　工艺管道　　112.0029.20　　141.207.16　　　　管道　　65.0018.00　　83.00　　　第58页 污水处理工程可行性研究报告　　阀门　　12.001.20　　13.20　　　　　防腐　　35.0010.00　　45.00　　　(7)　电气　12.005.708.50　　26.201.33　　　　动力部分低压开关柜2台12.002.501.20　　15.70　　　　　照明灯具16套　3.200.50　　3.70　　　　　电机检查接线电机9台　　6.80　　6.80　　　(8)　自控仪表　45.009.019.62　　63.633.23　　　　自控设备　45.00　5.00　　50.00　　　　　管材　　1.921.72　　3.64　　　　　电缆　　1.621.11　　2.73　　　　　板材、型钢　　0.360.25　　0.61　　　　　桥架　　5.111.54　　6.65　　　(二)　固定资产其他费用　　　　　135.00135.006.85　　(1)　工程设计费　　　　　105.00105.00　　　　　基本工程设计费　　　　　80.0080.00　　　　　工艺技术费、调试费　　　　　25.0025.00　　　(2)　建设管理费　　　　　30.0030.00　　　第58页 污水处理工程可行性研究报告第一章财务、经济评价15.1计算依据和说明（1）国家计委和建设部共同编制的《建设项目经济评价方法与参数》（第三版）；（2）《石油化工项目可行性研究报告编制规定》（2005年版）（3）《给水排水设计手册》第10册（第二版）；（4）中华人民共和国有关财税法规及文件。根据国务院（国发[2000]36号）文件和财政部、税务总局通知（财税[2001]97号），污水处理收费免征增值税及所得税。（5）建设与生产规划工程建设期1年，投产期1年，负荷分别为100%。项目经济寿命期为20年,包括建设期1年，经济计算期为21年。（6）按目前XXXX市场情况，每吨COD处理费用（委托）为5000元。15.2资金筹措本项目报批总投资1971万元，其中建设投资1836万元，建设期贷款利息75万元，铺底资金600万元。资金筹措如下：a、申请长期贷款本金1371万元，占建设投资的70%，建设期利息75万元；b、项目资本金1836万元，其中用于固定资产投资1836万元，用于铺底流动资金600万元。项目资本金为企业自筹。15.3成本估算（1）外购药剂费、辅材及动力费外购药剂、辅材及动力费用按有关专业提供的消耗量及业主提供资料计算。过氧化氢（30％），工业级（30%），1300元/吨；工业用电，0.70元/度。第58页 污水处理工程可行性研究报告（2）折旧费及摊销费按现行财务制度规定计算，房屋建筑物按20年计算折旧，机修设备按10年计算折旧，残值均按4.0%计。（3）工资及福利费人员平均工资（含福利）2000元/月/人。（4）维修费维修费包括日常小修和大维修费，分别按照计提折旧固定资产原值的0.6%和1.4%考虑，合按照2%计算。（5）其他费用其他费用包括其他制造费用和其他管理费用，具体包括管理部门的办公费、取暖费、保险费、差旅费、研究试验费、会议费、成本中列支的税金（如房产税、车船使用税等），以及其他不属于以上项目的支出等。其他费用按前（1）～（5）各项成本费用的5%估列。（6）财务费用按规定进入总成本费用中的利息，这里仅包括流动资金贷款利息。15.4成本分析详见《总成本费用估算表》及成本构成分析图。附图第58页 污水处理工程可行性研究报告第58页 污水处理工程可行性研究报告第58页 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