微型污水处理厂建设项目建议书

XX县XX镇微型污水处理厂建设项目项目建议书XX镇人民政府二〇一七年一月目录第一章总论····················································11.1项目概况·····················································1第二章项目建设背景及必要性··································22.1项目建设的背景················································2第三章项目场址选择············································33.1项目区概况····················································33.2项目建设地点··················································3第四章工程技术方案············································44.1设计原则及设计依据············································44.2项目设计内容··················································64.3工艺选择及要求················································64.4处理工艺流程·················································114.5工艺参数设计·················································124.6主要构（建）筑物及设备一览表·································14第五章经济技术指标···········································165.1占地面积和平面布置图··········································165.2运行费用·····················································18第六章工程投资················································196.1设备投资······················································196.2设备部分投资·················································20第七章环境保护················································217.1编制依据·····················································217.2环保的意义···················································21第八章节能····················································228.1设计依据····················································228.2设计原则·····················································238.3节能措施·····················································248.4节能管理·····················································25第九章项目组织机构及管理····································269.1组织机构·····················································269.2项目管理·····················································269.3项目的监督···················································289.4文明施工措施·················································29第十章项目实施进度及保证措施·······························3110.1建设工期····················································3110.2进度安排····················································3110.3施工条件····················································3110.4工期保证措施················································31第十一章效益分析·············································3311.1社会效益····················································3311.2经济效益····················································34-1-第一章总论1.1项目概况1.1.1项目名称小城镇建设配套污水处理设备项目1.1.2建设地点xx社区1.1.3承办单位人民政府项目负责人：XXX项目联系人：XXX1.1.4项目建设期本项目建设期3个月，从2017年2月1日—2017年5月1日。1.1.5项目建设内容本项目主要建设内容为xx社区小城镇建设配套设施。-2-污水处理系统。工程内容主要包括：污水池、绿化道路围墙和设备安装等。1.1.6项目总投资及资金筹措本项目总投资为86万元，所需资金拟申请小城镇建设资金。第二章项目建设背景及必要性2.1项目建设的背景xx镇位于xx西北部，全镇总面积202.7平方公里，耕地5.4万亩，辖26个村委会，人口7.7万人，距离县城29公里。主要污水收集镇政府附近居民污水。现利用xx镇地势低洼处，设计一个污水处理点：一座100吨每天。可以解决xx镇居民所在的约1200人的生活污水及部分村民养猪所产生的污水处理问题。生活污水是水体的主要污染源之一，主要是粪便和洗涤污水。污水中含有大量有机物，如纤维素、淀粉、糖类和脂肪蛋白质等；也含有病原菌、病毒和寄生虫卵，如果不经过妥善处理而直接排放，将会对当地生态环境造成严重危害。-3-第三章项目场址选择3.1项目区概况3.1.1xx镇概况（1）地理位置位于xx县西北部，北与XX县接壤，西北与XX县毗邻，南与XX镇相接，距离县城29公里。（2）自然条件境内地形刚冲相间，海拔26.6~73.9M，常年降水960MM，日照2036小时，娘平均气温15.5摄氏度，无霜期226天，属亚热带温润性季风气候。（3）行政区划及人口全镇总面积202.7平方千米，耕地5.4万亩，辖26个村社区，人口7.7万人。（4）交通条件XX路、XX路贯穿全境，陆路交通十分便捷。3.2项目建设地点本项目为小城镇建设污水配套设施项目，建设地点位于xx社区。-4-第四章工程技术方案4.1设计原则及设计依据4.1.1设计原则•节省用地污水处理厂本因地制宜原则，选取xx镇集镇所在地污水集中的低洼地进行处理，尽量布置紧凑，节省占地面积。污水厂可直接选址在村民房屋后方，在收集污水的沟渠末端旁边一块空地建设污水处理站，采取地上式，处理后的净水回流到于原有的调节池塘。•采用先进的、成熟可靠的技术根据《国务院关于加强环境保护重点工作的意见》，“以改革创新为动力，积极探索代价小、效益好、排放低、可持续的环境保护新道路”，建立全面高效的污染防治体系。在选择处理技术时，必须采用资源化的先进成熟可靠、节省投资的低碳技术，满足建设简单、管理简单、运行简单可靠的要求。从而实现节能减排，助推国家环保事业的发展，使处理效果达到环境效益、经济效益、社会效益三赢的目标。•建筑布局实用美观水处理构筑物建筑布局首先考虑的是其实用性，同时，水处理构筑物的布局和外形也要有一定的美观性，即要和当地环境和建筑相协调，又要独树一帜，别具一格。•节约运行费用-13-尺寸：直径0.5mX5.50(H)m(池深根据现场实际情况再具体调整）2、集水池：1)功能：污水在集水池中均匀水质及水量后经提升泵将污水提升A/O+GBMBR膜技术污水处理器中进行生化处理。2)设计参数进水流量：50m3/d有效水深：2.30m水力停留时间：约4.5h3)主要工程内容构造：钢筋混凝土尺寸：50m3/d:5.50CL)mX3.50CB)mX2.50CH)m（池深根据现场实际情况再具体调整）数量：1座附属设备提升泵：规格型号：50m3/d:Q=3m3/h,H=7.5m,N=0.6kw数量：1台品牌：南方或同等品牌液位计：类型：浮球式数量：1台-14-品牌：国产优质3、备用池：本工程无。4、A/O+GBMBR膜技术污水处理器1)设备基础基础尺寸：50m3/d:LXBXH=5.OX2.OXO.35Cm)构造：钢筋混凝土结构数量：1块2)设备选型：膜技术污水处理器：型号：50m3/d:Q=50m3/d,N=2.0kw数量：1台品牌：常州光标5、排放池用于排放污水处理厂出水。构造：钢筋混凝土尺寸：直径0.3米，预留出水口和溢流口。里面贴蓝色瓷砖。4.6主要构（建）筑物及设备一览表表4-1主要构筑物清单一览表序号构筑物名称数量（座）尺寸（LXBXH）结构备注1格栅沉砂池1直径0.5mX5钢筋混凝土-15-2集水池15.50(L)mX3.50(B)mX2.50CH)m钢筋混凝土3备用池无4A/O+GBMBR膜技术污水处理器基础15.0X2.0X0.35(m)钢筋混凝土5排放池1直径0.3m，深0.3m钢筋混凝土表4-2主要设备清单一览表序号设备规格或型号单位数量备注1机械格栅无2细格网栅隙2mm台1土建制作3抽砂泵无4砂水分离器无5提升泵Q=3m3/h,H=7.5m,N=0.6kw台2南方或同等品6液位计浮球式台1国产优质7A/O+GBMBR膜技术污水处理器Q=50m3/d,N=2.0kw台1常州光标8配套自控与配电系统含电缆、电气元件等套1国产优质9其它辅助材料管道及阀门、型钢及辅材、管卡及管架等批1国产优质-16-第五章经济技术指标5.1占地面积和平面布置图污水处理点50m3/d；污水处狸站尺寸约为7.00mX7.00m=49m2。-17-xx镇100吨/天污水处理站位置示意图-18-5.2运行费用本污水处理系统运行费用包括：电费、膜清洗剂费、人工费。表5-2运行费用序号费用项目费用金额（元/吨水）1直接运行费用电费0.442药剂费0.053人工费（兼职）0.0674直接运行费用小计0.557-19-第六章工程投资6.1设备投资表6-1-1：设备投资序号设备规格或型号单位数量备注1细格网栅隙2mm12提升泵Q=3m3/h,H=7.5m,N=0.6kw台1南方或同等品3液位计浮球式台1国产优质4A/O+GBMBR膜技术污水处理器Q=50m3/d,N=2.0kw台1常州光标5配套自控与配电系统含电缆、电气元件等套1国产优质6其它辅助材料管道及阀门、型钢及辅材、管卡及管架等批1国产优质-20-6.2设备部分总投资表6-2-1土建投资序号名称单位数量1细格网套12铁艺门个13绿化m2304道路m2105钢筋砼m36围