薛官屯福临线路板厂废水处理工程设计方案 18页

拟建中的阜阳市中国XXXX国际服装城依托中国XX国际服装城，拟建成为皖西北地区规格最高、规模最大、商务及功能最优的现代化、国际化服装专业市场，建设规模占地约128亩，建筑面积约25万平方米，项目总投资约5亿元人民币。经过1--2年的开发建设，能达到正常运营期的中国XX.XX国际服装城将吸纳全国和世界各地的经销商、代理商企业物流总部等500—1000家，预计年交易额实现68亿元人民币，每年实现税收8000—10000万元人民币，每年实现利润1.68亿元人民币，实现就业和创业人员约2万以上。沧州福临电路板有限公司废水处理工程设计方案沧州市科达环保工程有限公司经济增长：在优化结构、提高效益和降低消耗的基础上，“十一五”期市GDP年均增长12%以上（现14%以上），2010年达到650亿元以上，人均GDP力争1000美元；财政收入达到80亿元；规模以上工业销售达到550亿以上；全社会固定资产投资年均长20%，五年累计1000亿元；社会消费品销售额260亿元，年均增长20%，外贸进口总额2.5亿美元，年均增长15%；五年累计招商引资突破500亿元，力争达到600亿元nn沧州市福林电路板有限公司污水治理工程设计方案目录1．概述２2．设计依据、设计原则、设计标准和规范２3．水质水量、处理要求４4．处理工艺５5．主要处理单元的简要说明８6.处理设施主要土建工程、设备及估价１１7.工程总投资估算１３8．操作管理与人员配置１４9.运行费用估算１４10.项目进度计划１５11．小结１５沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案1．概述1.1企业简介沧州市福临电路板有限公司是生产电路板的企业。公司为了适应国家环保政策及可持续发展战略，决定近期投资对电路板生产过程中产生的废水进行治理，使所排放废水得到净化，彻底消除对周围水体的污染。沧州市福临电路板有限公司对污水处理工程进行了认真的实地考察，积累了大量的资料，并结合本企业的生产状况和发展趋势，确定了本次污水处理的规模和要求，即日处理能力为500m3，部分留作为回用，排放废水达到《电镀污染物排放标准》（GB21900—2008）。受沧州市福临电路板有限公司委托，我公司根据厂区的现场情况和我公司以往电路印制废水及类似污水处理的实践经验，既考虑到技术的先进，又考虑经济合理，本着高技术、低造价、处理达标可靠，管理方便，运行费用低的原则，进行了本工程的方案设计，敬请公司领导及技术人员以及环保部门的领导专家审议。2．设计依据、设计原则、设计标准和规范2.1设计依据☆《中华人民共和国环境保护法》☆《中华人民共和国水污染防治法》☆国务院令第253号《建设项目环境保护管理条例》☆国务院国发(1996)31号《国务院关于环境保护若干问题的决定》９沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案☆现场勘察及业主提供的地质条件、规划、用地、消防、环保、绿化等资料。☆业主提供的生产工艺、水质、水量等资料。2.2设计原则☆选用技术成熟，并且行之有效的工艺路线，采用能耗低、费用省的处理单元，有较好的技术经济指标，并创造良好的社会效益和环境效益☆处理工艺操作管理方便，长期运行安全、稳定、可靠，具有较好的工作环境和劳动条件☆处理系统有较大的适应性，工艺参数选择具有适当的安全系数，系统具有较强的抗冲击负荷能力☆建（构）筑物与其它建（构）筑物协调一致☆在满足工艺前提下，尽量减少占地面积，节约工程造价和降低运行费用，调整好一次性投资与运行费用及水质要求之间的比例关系☆排放的浓度和总量必须满足国家的环保要求，不产生二次污染☆每个处理单元设有保险超越措施，保险系数高，保证安全运行2.3设计标准和规范《建筑给水排水设计规范》GB50015-2002《污水综合排放标准》（GB8978-1996）《混凝土结构设计规范》（GB50010-2002）《建筑结构设计统一标准》GBJ68-84《低压配电设计规范》(GB50054-95)《供电及应用规范》中华人民共和国国家经委颁发，1982年8月９沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案《混凝土结构工程施工及验收规范》GB50204-92《压缩机、风机、泵安装工程施工及验收规范》GB50275-98《电镀污染物排放标准》GB21900—20083．水质水量、处理要求3.1线路板的生产主要工序及排污节点生产工序：污水种类及主要污染物：CAD光绘剪料数控钻孔孔金属化硫酸、盐酸、氢氧化钠、硫酸铜、双氧水的混合物预镀铜加厚硫酸与水的混合物图象转移盐酸、无水碳酸钠与水的混合物图形电镀硫酸、双氧水、硫酸铜、氟硼酸、氟硼酸亚锡、氟硼酸铅与水蚀刻氨水、氯化铵、氯化铜，此三种不排放，装桶回收去锡氟代氯铵、双氧水、硫酸铜，装桶回收半成品检验印阻盐酸、无水碳酸钠与水的混合物印字热风整平盐酸与水的混合物成品检测、包装出厂图3-1生产工序及排污节点备注：不同线路板的工艺会有所不同，以上只列出常见工艺。９沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案3.2废水水量、水质参数印制电路板废水来自生产过程中的各道工序的清洗水以及部分废弃的槽液。根据业主提供资料企业的蚀刻液与去锡铅废液及各电镀工序母液均装桶回收，电镀后的初步清洗液也均回收。其余的废水排放主要来源于以下几部分：（1）显影、退膜及油墨树脂等高浓度有机废水，此部分废水COD浓度高，碱性强（此部分废水由厂家自行处理，加酸浮选后排入综合废水池）（2）优质清洗水，此部分废水水质条件较好，直接排入综合废水池（3）以上两种处理之后的废水与其他综合废水一起排入综合废水池，总流量约500m3/d3.3处理后水质达标标准出水达到国家标准《电镀污染物排放标准》（GB21900—2008）中表2规定的排放标准，即：COD≤80mg/lSS≤150/lCu2+≤0.5mg/l总铁≤3.0mg/lPH：6—94．处理工艺4.1处理工艺原理据废水实际情况，针对不同的废水采取不同的处理工艺对废水进行处理。（1）高浓度有机废水：有机物的主要来源是膜材料(干膜或湿膜)、显影废液、油墨中的有机物和还原性无机物。９沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案脱膜、显影废液应首先采用酸析处理。酸析是指在酸性条件下或与酸发生化学反应后，溶解态物质变为胶体态或固体态的过程。酸析反应控制pH值3~5，具体数值可现场调整确定。设定的原则是去除率提高平缓时，不再下调pH值。酸性条件使得水溶液形成胶体状不溶物，通过固液分离去除。（此部分废水由厂家自行处理）（2）综合废水高浓度酸析处理废水、低浓度冲洗废水及其它综合废水一起进入本套污水处理工程。此部分废水成分复杂，COD浓度较低，水中含有一定量的离子态铜、络合态铜或螯合态铜，且还含有锡、镍等离子及螯合物。根据我公司多年工程实践累计经验，此部分废水工艺流程如下：此部分废水设计处理规模按照500m3/d设计。９沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案废水储存池调节池沉淀池多效过滤器砂滤器pH回调池污泥池板框压滤机微电解处理器压滤出水回调节池，污泥送危废中心处理自流或者泵提泵泵泵加药清水池二沉池中间池泵加药达标外排９沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案备注：1）蓝色代表土建工程，黄色代表机械设备。2）未标注事项详见材料单。5．主要处理单元的简要说明5.1废水储存池甲方废水自流入废水储存池，对废水起中转作用，现有池体，加以改造利用。规格及尺寸：1.5×1.2×2.0米，全地下，砖混，玻璃钢防腐。5.2调节池由于来自各时的水质、水量均不一样，一般高峰流量为平均处理量的2～8倍，因此为使处理系统连续稳定地运行，同时调节水量和均化水质，设计一调节池，调节池的设计有效容积一般为平均处理量的4～12倍。规格及尺寸：5.0×8.0×2.0米，全地下，钢砼结构，玻璃钢防腐，池顶封盖。5.3混凝沉淀池沉淀池是应用沉淀作用去除水中悬浮物的一种构筑物。沉淀池在废水处理中广为使用。它的型式很多，按池内水流方向可分为平流式、竖流式和辐流式三种。根据现场情况，选用平流式沉淀池。规格及尺寸：5.0×6.0×4.5米，半地上，钢砼结构，地下2.0米，地上2.5米，敞口，玻璃钢防腐。5.4污泥池９沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案污泥池是用来储存污泥的池体。定期采用离心泵将污泥打入板框压滤机进行脱水处理。规格及尺寸：5.0×2.0×2.0米，全地下，钢砼结构，玻璃钢防腐，池顶封盖。5.5微电解处理器：近年来，国内外对电镀废水处理方法研究甚多，工艺各异，传统方法包括:离子交换法、活性炭吸附法、化学法、气浮法、反渗透法，但上述工艺等均不同程度地存在着工艺复杂，能耗高，占地面积大，运转费用高，管理繁杂，二次污染等弊端。铁/炭微电解法又称为内电解法、零价铁法。于20世纪70年代初随着铁在废水处理中的应用而逐渐发展起来的废水处理技术，该方法基于金属电化学腐蚀作用，利用铁屑和炭组分构成微小的原电池，以充入的污水为电解质，发生电化学反应及一系列连带协同作用，可视为氧化还原、絮凝、吸附架桥、卷扫、共沉、电沉积等多种作用综合效应的结果。国内一般将该工艺用于废水的预处理，或者与其他工艺联合以达到去除污染物的目的。结合实际理论，我公司经过众多工程的实践，总结出了最适宜的反应pH、铁/炭投加量，反应时间对铜离子去除率的影响。规格及尺寸：4.0×2.0×1.5米，碳钢结构，玻璃钢防腐。5.6二沉池络合态的铜离子经过铁/炭微电解处理器之后会从溶液中吸出。经过化学法沉淀之后会以沉淀络合物的形式析出。经过沉淀器处理之后达到出水标准；污泥定期排放到污泥池。规格及尺寸：5.0×4.0×3.5米，半地上，钢砼结构，地下1.5米，地上９沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案2米，敞口。９沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案6.处理设施主要土建工程、设备及估价6.1主要土建工程及估价表2土建工程各单元尺寸序号名称规格结构备注1废水储存池1.5×1.2×2.0m砖混全地下结构，现有改造2调节池5.0×8.0×2.0m钢砼全地下结构，现有改造3沉淀池5.0×6.0×4.5m钢砼地下2.0米，地上2.5米，新建，防腐4污泥池5.0×2.0×2.0m钢砼全地下结构，新建，防腐5二沉池5.0×4.0×3.5m钢砼地下1.5米，地上2.5米，新建，防腐6中间池5.0×2.0×2.0m钢砼全地下结构，新建，防腐7pH回调池待定钢砼全地下结构，现有改造8清水池待定钢砼全地下结构，现有改造备注：以上各单元尺寸为初步计算，可根据现场情况进行微调。土建工程由甲方负责施工，我方提供图纸。6.2主要设备、材料及估价１５沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案表3设备、材料明细及估价序号名称规格型号数量单价(万元)总价(万元)备注1调节池废水提升泵Q=25m3/h,H=10m2台1用1备防腐2吸水罐Φ450×600mm1台PE3沉淀池布水器1套4混凝搅拌器1台5沉淀池斜管填料及支架20m31台6微电解处理器处理能力10m³/h2台7中间水池提升泵Q=25m3/h,H=10m2台一备一用防腐8吸水罐Φ450×600mm1台9二沉池搅拌器1台10二沉池斜管填料及支架12m³1套11多效过滤器处理能力20m³/h1台含滤料12砂滤器V=9m³1台含滤料13板框压滤机60-6301台14污泥泵H=50米，Q=10m³/h1台15吸水罐Φ450×600mm1台碳钢防腐16溶药槽Φ950×1000mm3台碳钢防腐，带搅拌17加药泵3台18PE溶药桶1各19计量泵1支艾莉芬特20PH仪表3套江苏21管材、管件、阀门1套3.0022配电、照明、电缆1套3.5023爬梯平台1套2.0038合计１５沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案7.工程总投资估算表4工程总投资估算表单位：万元序号费用名称取费标准分价总价1土建工程费F1甲方负责土建施工2设备及材料费F23设备及材料安装费（含运杂费）F34其他费用F4设计费（含环保工艺、建筑结构、配电、暖通）调试费人员培训费税金（不含土建）合计说明：(1)上述报价范围为处理站内部工程，不包含处理站外供水、供电、供暖及废水引入、排出管线。(2)土建工程费基于正常的地质条件，如遇不良地质，需增加基础处理费。(3)调试试运行期间的消耗品（菌种污泥、化学药品等）需甲方提供。(4)工程环保监测、验收费由当地情况定，费用多少都由甲方支付，也可由我方转付（上述费用未包含此项）。8．操作管理与人员配置１５沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案污水处理工作看似简单，其实不然，它是集水力、化学、物理、生物学等众多学科为一体的综合工程，因此要求操作管理人员有较高的素质；好的工艺、好的设备，还要有严格的管理，精心的操作，才能达到良好的处理效果。待工程调试时，将制定详细的操作规程，并对上岗人员进行培训。8.1设计运行本工程设计每天24小时连续运行，三班运转。8.2人员配置需操作工人3名，共计3人。维修人员由工厂统一配置。9.运行费用估算9.1电费f1：平均运行容量约为20KW，处理水量为20m3/h。，电费单价按0.60元/kw·h计。f1=20×0.6÷20=0.60元/m3废水9.2药剂费f2：f2=1.50元/m3废水直接处理费用合计f为：f=f1+f2=1.90元/m3废水10.项目进度计划10.1设计周期：1个月10.2土建及设备采购：2个月10.3设备安装：1个月10.4工艺调试：1个月合计总周期为5个月１５沧州科达环保工程有限公司[0317-FAX:0317-n沧州市福林电路板有限公司污水治理工程设计方案11．小结我公司从事环境治理工程已有十多年历史。有承接大、中型环境治理工程的能力和经验。我们愿意竭诚和甲方及环保部门通力合作，精心设计，高质量，高水平，高效率地完成本项废水治理工程，为我国的环保事业做出我们应有的贡献。内部资料仅供参考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$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$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$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$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$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$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!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tn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