解放军某医院含菌废水处理工程初步设计方案 19页

初步设计方案解放军XX医院含菌废水处理工程第一章概述1.1、医院概况中国人民解放军XX中心医院位于河南省XX市工业路东，是一所集医疗、科研、教学、预防保健为一体的现代化综合医院。医院拥有高资职专家、博士后、博士、硕士研究生等技术尖子81名，副主任医师以上的技术人才136人，主治医师260人，科室多达30多个。是全军“五优医院”、河南省首批“新农合”定点医院、城镇职工医保定点医院、XX市伤残事故鉴定中心、XX市公安法医鉴定中心、XX人寿保险平安定点医院，精神病科为全军重点学科，医院被河南省评为百姓最满意的十佳医院。医院医护人员，医术精湛，服务周到热情，在XX市及河南省享有很高的声誉。医院日排放综合污水量将达到1000t/d。外排废水主要包括门诊区、病房区、手术室、各类检验室、病理解剖室、放射室、洗衣房、太平间等处排出的诊疗、粪便污水及职工生活污水。污染物种类为油类、SS、COD、大肠杆菌、病毒性细菌和传染病病原体等。根据环保要求，新建和改扩建医院项目需达到《医疗机构水污染排放标准》（GB18466-2005）中的规定，采用“生化处理＋消毒”工艺，全部实现达标排放。1.2、环保状况医院现有一套污水处理设施，对现有院区污水进行消毒处理，主要是对污水进行消毒处理，第19页n初步设计方案解放军XX医院含菌废水处理工程病毒、细菌等污染物可达标排放，而污水中的COD、BOD、SS等其它污染物仍然不能达到国家规定的排放标准。由于医院地处黄淮流域和南水北调沿线，污水必须经过严格的处理，实现达标排放，不然，很容易引起环境污染事故。医院领导对医院的污染治理工作十分重视，经研究讨论，决定依据“国家环境保护总局”和“国家质量监督检验检疫总局”联合颁布的关于《医疗机构水污染排放标准》（GB18466-2005）中的规定，新建一座现代化的医院污水处理站，对医疗含菌废水进行完全彻底处理，全部实现达标排放。1.3、公司简介河南省XX环境保护工程有限公司是一家专业从事环保工程设计、工程总承包、污染治理设施运营管理的环保工程公司。公司具有环境工程设计乙级，环保工程承包二级，环保设施运营（市政污水、工业废水）甲级资质。公司通过了ISO9001:2008质量管理体系认证，并具有环保产品和技术自主进出口权，是河南省AAA信用企业。公司坚持高标准、严要求，塑造了一支经验丰富、技术精湛的知识化、专业化队伍，坚持诚信经营，信誉至上，以可靠的技术、最佳的方案设计、精良的设备加工能力、专业的施工队伍及周到的售后服务，为国内客户提供环境污染防治规划、设计、施工、运营管理等污染防治问题系统化解决方案，把工程做成符合技术规范要求、达到环保标准、获得用户满意的特色样板工程，真正做到“建一项治理工程，树一座环保丰碑”。第19页n初步设计方案解放军XX医院含菌废水处理工程第二章设计原则和设计依据2.1设计原则2.1.1、严格遵守国家及地方有关环保法律法规和技术政策，保证工程系统设计符合环保相关技术和法律规范和要求。2.1.2、本着使该废水处理设施稳定优良达标的指导思想，结合废水水质等特点，采用目前成熟、先进且有工程先例的处理工艺与技术路线，选择先进实用的处理单元工艺与技术，使之达到技术与经济性能俱佳的效果；2.1.3、土建构筑物设计尽可能优化高效，在达到污水处理要求的前提下，确保投资费用最低；2.1.4、在工程设计中贯彻节能降耗的原则，充分考虑工艺设施与设备选型中的节能因素，降低处理过程能耗，最大限度地降低污水和污泥的处理成本；2.1.5、设计的污水处理设施在运行上有较大的灵活性和调节余地，以适应水质水量的变化，并为医院二期扩见建保留一定的余量；2.1.6、高程设计时尽可能采用一次提升，逐级自流的布置方式，节约提升能耗，方便简化运行操作管理；2.1.7、污水处理系统控制尽可能实现自动化，最大限度地简化运行操作管理，保证出水水质的稳定，减低人工操作的劳动强度；2.1.8、在设备配置和安装设计中，在保证功能的前提下，力争简化设备配置数量第19页n初步设计方案解放军XX医院含菌废水处理工程，并要求做到合理安装，检修便利，减少维修频率，降低维修成本和费用。2.1.9、实施废水、废渣和废气综合治理，杜绝二次污染；2.1.10、充分参考医院的意见，科学合理地使用给出的占地面积，确保布局合理，通道畅通，装饰与绿化与院区环境协调匹配；2.1.11对处理设施进行全地埋处理，以节约占地，增大绿化空间；2.2、设计依据2.2.1、以院方提供的水量及排水状况为依据。2.2.2、以环保部门测试的同类废水水质数据为设计参数。2.2.3、《污水综合排放标准》GB8978-1996。2.2.4、《医院污水处理设计规范》CECS07:88。2.2.5、《医院污水处理技术指南》环发【2003】197号。2.2.6、《医疗机构水污染物排放标准》GB18466-2005。2.2.7、《鼓风曝气系统设计规范》CECS91:97。2.2.8、《现场设备、工业管道焊接工程施工及验收规范》GBJ236-82。2.2.9、《低压配电设计规范》(GB50054-95)。2.2.10、国家相关的环保法律法规和XX市的环保政策。第19页n初步设计方案解放军XX医院含菌废水处理工程第三章工程设计范围和规模3.1设计范围3.1.1调查监测医院废水的产生和排放状况，分析其水质水量变化特点，合理确定工程处理规模和设计水质；3.1.2根据废水水质水量特征，分析、论证废水处理工艺技术的可行性，对其废水处理工艺、配套管网工程方案进行技术经济比较，选择最佳方案并提出处理工艺和措施；3.1.3对推荐方案进行工程、技术设计；对处理技术方案进行经济评价分析；初步提出项目建设所需的设备、材料，提出项目投资估算以及实施计划；3.2、工程范围依据工程实际，本次工程范围为：污水站土建构筑物建造、零星辅助土建工程、标准设备选型及安装、非标设备的制做及安装、所有管道和电缆的敷设、电气设备及控制系统的安装、设备及生物系统调试、操作管理人员培训。3.3、工程规模医院的用水量和排水量根据医院的规模、性质、所处地区的生活习惯和医院设施情况是有很大不同的。根据国内及省内同类医院的排水量状况，确定解放军第91中心医院污水处理站的设计规模如下：综合污水排放量：床位1800张，水量1000m3/d；第19页n初步设计方案解放军XX医院含菌废水处理工程3.4、污水站选址本次工程设计，利用医院指定的位置，进行污水站平面的布局，实际设计中，将依据现场的具体状况，再进行详细的确定。选址一般选择在污水管网的下游，不影响消防通道。第四章设计基本参数4.1、工程设计规模确定医院的用水量和排水量根据医院的规模、性质、所处地区的生活习惯和医院设施情况是有很大不同的。根据国内及省内同类医院的排水量状况，确定解放军第91中心医院污水处理站的设计规模如下：综合污水排放量：床位1800张，水量1000m3/d；4.2、水质、水量确定的基本原则水质和水量的数据分析十分重要，要尽可能准确地确定医院排放的水质和水量，这样才能更准确地确定投资规模、处理程度、运行费用、排放要求及预留能力等。因而，在水质水量分析中确定如下的原则和依据：（1）以与医院相关的建筑给水排水设计规范为参考；（2）以《医院污水处理指南》为依据；（3）以业主方实际的用水排水状况为基准；（4）参考XX市、河南省同类医院的水质水量数据；（5）为将来医院规模扩大，保留适量的余地。第19页n初步设计方案解放军XX医院含菌废水处理工程4.3、污水排放水质确定4.3.1、污染物排放量范围确定（1）BOD5:40～60g/床·d（2）CODcr:100～150g/床·d（3）SS:50～100g/床·d4.3.2、设计污水污染物浓度（见下表）总表1医院污水水质表项目浓度CODcr（mg/l）BOD5（mg/l）SS（mg/l）NH3-N（mg/l）粪大肠杆菌（个/l）浓度范围150～60080～30040～12010～501.0×106～3.0×108平均值50020080501.6×108第19页n初步设计方案解放军XX医院含菌废水处理工程第五章排放标准及处理要求依据国家环保部及检疫局联合发布的最新排放标准的要求，新、改建医院污水处理必须在2006年1月1日后执行《医疗机构污水排放标准》GB14866-2005中的相关规定。解放军第91中心医院属改扩建项目，污水处理后水质应执行GB18466-2005的新标准。本次设计处理后水质执行《医疗机构污水排放标准》GB18466-2005中的表2标准。5.1、污水排放标准及处理要求综合病区污水经过污水处理设施处理后，要求达到《医疗机构污水排放标准》GB14866-2005中的表2标准，即：总表2综合水污染物排放限值（日均值）序号控制项目排放标准1粪大肠菌群数（MPN/L）5002PH6～93COD（mg/l）604BOD（mg/l）205SS（mg/l）206氨氮（mg/l）157油类（mg/l）58总汞（mg/l）0.059六价铬（mg/l）0.510总余氯（mg/l）2-8（HRT≥1.0h）注：1、处理后的达标水排入市政管网。2、具体指标需经过当地环保行政部门确认。第19页n初步设计方案解放军XX医院含菌废水处理工程第六章处理工艺方案6.1、医院污水的特点医院污水与一般生活污水相似，但又有其突出的特点：（1）来源复杂：污水主要来源于医院的不同部门科室，包括诊疗室、化验室、病房、洗衣房、X光照像洗印、同位素治疗诊断、手术室及生活污水等。（2）氨氮含量高：一般地，医院除接珍治疗病人外，还同时接纳比病人数量多出几倍的病人亲友，这些群体对医院设施使用最多的几乎就是厕所，因此医院污水比生活污水有更高的氨氮含量，这样一来，处理设施必须具备去除氨氮的功能。（3）污染物种类较多。医院污水主要污染物其一是粪大肠菌群和大肠菌群及传染性细菌和病毒等病原性微生物；其二是PH、BOD、COD、SS、总汞、油类、放射性同位素等有毒、有害的物理化学污染物。（4）医院污水具有空间污染、急性传染和潜伏性传染等特征。（5）医院污染物虽然成份复杂，但浓度较低，处理技术成熟。6.2、处理工艺的选择DAT-IAT工艺技术拥有我国完全自主的知识产权，而且工程应用及研究也较充分。我公司在DAT-IAT工艺的应用实践中，针对其工艺结构和污水处理效率情况，改进了它的部分工艺结构，使其具有较好的技术经济优势，开发了A-DAT-IAT和改进型DAT-IAT第19页n初步设计方案解放军XX医院含菌废水处理工程。在此次医院污水工艺方案中，我公司推荐使用在我们的工程实践中取得了较好应用效果，生物脱氮除磷的效率高的改进型DAT-IAT。改进型DAT-IAT工艺将生物选择器设置在DAT-IAT系统中的DAT池前，进一步提高系统的处理效率和稳定性，避免污泥膨胀，增大了活性污泥的絮凝性和沉淀效果，增强脱氮除磷能力。DAT-IAT改进型工艺改变了池型配置结构，一个DAT池可以配置几个IAT池，提高了工艺处理的稳定性和容积利用率。DAT池的个数由数个降为一个，使其容积增大，提高了水力均衡作用，使整个处理系统节省了通常必须设置的调节池，大大节省了工程投资，简化了工艺流程。其最大的优点就是具有高效的有机污染基质去除和生物脱氮除磷，操作简便，运行费用低，污泥产量低，节省了通常必须设置的二沉池，节约了建设投资。6.3、DAT-IAT改进型工艺的特点我们认为无论在技术和经济上都应选择“DAT-IAT改进型处理工艺”为本设计方案的推荐工艺。与其它处理工艺相比，有其突出的优点：（1）、具有高效的有机污染基质去除和生物脱氮除磷功能。（2）、一次提升，其余自流，运行费用低，污泥产量低。（3）、节省了通常必须设置的二沉池，节约了建设投资。（4）、静止沉淀，置换排水，处理水质优良。（5）、工艺流程简化，操作管理简便。（6）、连续进出水，各工艺单元容易匹配，自动化程度高。第19页n初步设计方案解放军XX医院含菌废水处理工程第七章处理工艺流程7.1、处理工艺流程综合污水的处理流程：泵污水格栅化粪池格栅调节池DAT-IAT池消毒池外排剩余污泥池外运处置7.2、消毒剂及消毒设备简介7.2.1、消毒药剂在本次设计中，消毒药剂采用二氧化氯混合消毒药剂。二氧化氯是国际公认的广谱、速效、安全的消毒杀菌剂，其安全性被世界卫生组织（WHO）列为第四代AI级消毒产品，杀毒能力是次氯酸钠的2.6倍，远远高于其它氯系列消毒产品。7.2.2、消毒设备消毒设备采用高效复合新型二氧化氯发生器，二氧化氯发生器为全封闭高新技术产品，能够实现自吸加药、负压反应、气液混合、射流投加等系列过程，安全性能好，自动化程度高。第19页n初步设计方案解放军XX医院含菌废水处理工程7.3、设计处理效果本设计，总体处理效果如下：总表3设计处理效果原水综合调节池DAT-IAT池消毒池去除率排放标准出水去除出水去除出水去除CODcr(mg/l)5004755%4790%4210%92%60BOD(mg/l)250250/1893%1615%94%20SS(mg/l)804050%1563%/81.0%20大肠菌群(mg/l)1.6×108//3099.99%99.99%100氨氮(mg/l)50/1570%1220%76.015余氯(mg/l)////42～8第19页n初步设计方案解放军XX医院含菌废水处理工程第八章废气处理8.1、废气处理8.1.1、废气处理方法废气恶臭主要来自污水处理池，池内均设有通气孔，排出在运行中产生的生物废气，经过我公司开发的生物除臭装置处理，利用微生物的呼吸作用和吸附剂的吸附作用除去嗅味，保证污水站周边空气的清洁。8.1.2、废气处理要求对污水处理站运行中产生的废气,必须进行严格的过滤吸附处理，达到《医疗机构水污染物排放标准》GB18466-2005中表3要求，即：总表6污水处理站周边大气污染物最高允许浓度序号控制项目标准值1氨（mg/m3）1.02硫化氢（mg/m3）0.033臭气浓度（无量纲）104氯气（mg/m3）0.15甲烷（处理站内最高体积百分数%）1%第九章电器设计第19页n初步设计方案解放军XX医院含菌废水处理工程9.1、控制与保护设备控制方式为人工按钮及PLC自动控制和报警系统，所有设备均设置相应的保护措施，水泵增设缺水断电保护，二氧化氯设备增设欠压停机保护。所有污水处理系统均采用全自动运行控制，可实现无人值守。栅渣和污泥消毒后外运由人工定期进行。第十章占地面积根据业主提供的场地情况和污水处理系统的实际情况，平面布置形式见附图：平面布置图。污水处理站主要包括格栅沉砂池，综合调节池、生物选择池DAT-IAT池、消毒池、剩余污泥池、规范化取样井及设备间。综合污水处理站共占地下面积486m2(27×18m),为地埋式；其中地上设备间（控制室、休息室、化验室、消毒间）为48m2。第十一章劳动定员编制第19页n初步设计方案解放军XX医院含菌废水处理工程11.1、运行管理污水处理站人员主要职责是，负责污水处理站的运行管理、日常维护、水质监测，分析化验等工作，实行站长负责制。11.2、劳动定员由于污水处理系统自动化控制程度较高，每班只需配备日常管理维护人员1名，共2人，其中1为站长，负责污水处理系统的维护管理工作，兼管样品的采集与化验。也可以根据医院情况由化验人员兼管样品的采集与化验。11.3、人员培训为了保证污水处理系统能长期稳定运行，使污水处理站发挥最大的环保作用，我公司提供免费人员培训。培训主要内容为污水处理基本知识、污水水质参数的常规检测、污水处理站内设备、设施管理操作方法紧急事故处理方法，培训在污水处理设施调试过程中完成。污水处理站管理人员应具有高中以上文化程度。第十二章工艺特点第19页n初步设计方案解放军XX医院含菌废水处理工程12.1、工艺特点（1）、流程简化。工艺只有水解酸化、调节、DAT-IAT和消毒，系统设置一次提升，其余全部为自动推流，故配备的设备及设施少、人工操作量也少，动力消耗也低。（2）、效果优良，设计选用的几个工艺单元是我公司多年应用并经过不断改进优化的可靠工艺，体现了我公司特有的工程经验和技术优势。（3）、稳定可靠，本次工艺，已在多项同类污水处理工程中应用，设施性能十分稳定，处理效果良好，有工程实例可供参照。（4）、操作简便，设施操作管理，每班1人即可，具体操作时仅进行按钮的启停和阀门的开关，劳动强度很低，也可以兼职。（5）、运行费用低，处理工艺为纯生化工艺，仅有电力消耗，没有采用加药和絮凝沉淀，大大减少了设备量，因而使运行费用大幅度降低。（6）、无噪音。噪音主要来自生化池的曝气风机。鼓风机选用低噪音的优质风机，设备间采用全地埋式且采用吸声材料装饰，可达到噪声有关标准。(7)、无恶臭。本工艺备有我公司研发的生物除臭装置，能有效的吸附调节池、生化池、污泥池等生化阶段产生的恶臭，杜绝了恶臭带来的二次污染。（8）稳定实现达标排放。第19页n初步设计方案解放军XX医院含菌废水处理工程本次处理主工艺为DAT-IAT生化法，运行过程为连续曝气间歇排水，具有良好的脱氮功能，实际运行中，可以根据水质水量的变化，灵活调整运行参数，达到最佳处理效果，确保达标排放，同时使消耗的能源最少。第十三章环境效益分析13.1、环境效益分析使用本污水处理系统后，以下各项指标的年消减量为：BOD5每年减少排放量约96吨；CODcr每年减少排放量约200吨；SS每年减少排放量约35吨；氨氮每年减少排放量约18吨。经过本系统处理后的污水减少了对环境造成的污染，为环境保护作出了极大的贡献。而且每年的排污费用也大幅度减少，具有一定的经济效益。同时，处理过的污水，可以用于医院区内的绿化和灌溉，能节约大量的新鲜水。第十四章工程工期1、设计工期，包括现场勘察、施工图设计，共7天。2、土建施工工期：45天，主要包括所有水池和设备间的新建。3、设备安装工期：18天。4、系统调试工期：25天，包括辅助土建施工、单体设备及构筑物的调试、生物调试及系统试运行调试。第19页n初步设计方案解放军XX医院含菌废水处理工程5、本工程在实际安排中，可以边设计边进行土建施工，在土建施工过程中，可以进行部分设备安装，若进行工程总承包，可以进行交叉施工，总工期压缩为75天。第十五章服务承诺1、负责工程环保实施达标验收；2、免费为用户培训操作工人技术和操作培训。3、对所提供设备实行一年三包服务，对系统设施实行终身服务。4、接到服务请求后，12个小时内解决问题或赶到现场。第十六章附件16.1、污水处理工艺流程图16.2、污水站总平面图16.3、污水站效果图内部资料第19页n初步设计方案解放军XX医院含菌废水处理工程仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9Cp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