农村饮水安全工程实施方案

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供水工程初步设计报告XX市XX区农村饮水安全建设办公室2021年6月29日IIII 供水工程初步设计报告目录1.综合说明32.编制依据、原则32.1.指导思想32.2.编制依据33.项目区概况43.1.社会经济状况43.2.自然地理条件43.3.水资源概况54.建设任务和规模54.1.项目选择的原则及来源54.2.建设任务和规模64.3.供水范围和供水人口64.4.用水量与设计规模64.4.1.设计年限64.4.2.供水规模和居民生活用水量64.4.3.公共建筑用水量74.4.4.饲养畜禽用水量84.4.5.企业用水量94.4.6.消防用水量94.4.7.浇洒道路绿地用水量94.4.8.管用漏水与其它未预见用水量94.4.9.供水规模104.4.10.人均综合用水量105.工程设计105.1.水源论证105.2.供水水源水质105.3.供水水质和水压115.3.1.供水水质要求115.3.2.供水水压要求115.4.建设规模115.5.建设年限115.6.水厂建设的必要性115.7.水厂厂址125.7.1.厂址125.7.2.工程地质125.8.给水系统设计125.9.净水工艺12第-4-页共61页 供水工程初步设计报告5.10.工程內容135.10.1.取水工程135.10.2.输水工程145.10.3.净水工程145.10.4.配水工程155.10.5.水厂总体设计435.10.6.厂区管线435.10.7.厂区排水设计：防洪与防内涝435.10.8.厂区用电设计：445.11.水厂和水源的卫生防护445.12.环境保护、安全与卫生445.12.1.药剂环境保护445.12.2.防噪音445.12.3.安全455.12.4.卫生455.12.5.节能455.13.定员编制456.工程投资概算466.1.概算编制说明466.1.1.工程简要说明466.1.2.编制内容466.1.3.编制依据476.1.4.工程费率说明476.2.主要构、建筑物占地486.3.主要设备及材料486.4.三材用量486.5.工程投资概算486.5.1.工程费用概算表486.5.2.投资概算总表497.财务分析及国民经济评价507.1.经济评价依据507.2.财务分析517.3.国民经济分析528.建设期管理-1-9.建后管理-2-10.运行管理-2-11.水源管理-3-12.水质监测-3-第-4-页共61页 供水工程初步设计报告1.综合说明XX市XX区XX乡XX饮水安全工程规划解决2400人口饮用水问题。工程总投资45.01,配套资金如下：中央，地方，受益群众等。XX市XX区农村饮水安全建设办公室受XX市XX区农委委托，承担设计，编制XX市XX区XX乡XX饮水安全工程初步设计报告。该工程包括：取水工程，输水工程，净水工程，配水工程四部分。该项目实施后可解决该地区2400人口饮用水问题，满足农民对量水质要求，进一步促进当地经济可持续发展。本初步设计报告将通过对供水工程的取水、输水、净水、配水等工程环节进行初步设计，并编制工程概算，进行综合效益分析，环境影响评价。2.编制依据、原则2.1.指导思想认真贯彻落实科学发展观，按照构建和谐社会和建设社会主义新农村的总体要求，坚持以人为本，把农村饮水安全工程作为新农村的基础设施来建设，并尽快建立农村供水社会化服务体系，保障农村居民长期饮水安全。2.2.编制依据1、国家、省有关部门下达的计划或通知2、有关部门对可研报告的批复3、国家评估通过的《河南省农村饮水安全现状调查评估报告》4、《河南省“十一五”农村饮水安全工程规划》第-4-页共61页 供水工程初步设计报告1.综合说明XX市XX区XX乡XX饮水安全工程规划解决2400人口饮用水问题。工程总投资45.01,配套资金如下：中央，地方，受益群众等。XX市XX区农村饮水安全建设办公室受XX市XX区农委委托，承担设计，编制XX市XX区XX乡XX饮水安全工程初步设计报告。该工程包括：取水工程，输水工程，净水工程，配水工程四部分。该项目实施后可解决该地区2400人口饮用水问题，满足农民对量水质要求，进一步促进当地经济可持续发展。本初步设计报告将通过对供水工程的取水、输水、净水、配水等工程环节进行初步设计，并编制工程概算，进行综合效益分析，环境影响评价。2.编制依据、原则2.1.指导思想认真贯彻落实科学发展观，按照构建和谐社会和建设社会主义新农村的总体要求，坚持以人为本，把农村饮水安全工程作为新农村的基础设施来建设，并尽快建立农村供水社会化服务体系，保障农村居民长期饮水安全。2.2.编制依据1、国家、省有关部门下达的计划或通知2、有关部门对可研报告的批复3、国家评估通过的《河南省农村饮水安全现状调查评估报告》4、《河南省“十一五”农村饮水安全工程规划》第-4-页共61页 供水工程初步设计报告1.综合说明XX市XX区XX乡XX饮水安全工程规划解决2400人口饮用水问题。工程总投资45.01,配套资金如下：中央，地方，受益群众等。XX市XX区农村饮水安全建设办公室受XX市XX区农委委托，承担设计，编制XX市XX区XX乡XX饮水安全工程初步设计报告。该工程包括：取水工程，输水工程，净水工程，配水工程四部分。该项目实施后可解决该地区2400人口饮用水问题，满足农民对量水质要求，进一步促进当地经济可持续发展。本初步设计报告将通过对供水工程的取水、输水、净水、配水等工程环节进行初步设计，并编制工程概算，进行综合效益分析，环境影响评价。2.编制依据、原则2.1.指导思想认真贯彻落实科学发展观，按照构建和谐社会和建设社会主义新农村的总体要求，坚持以人为本，把农村饮水安全工程作为新农村的基础设施来建设，并尽快建立农村供水社会化服务体系，保障农村居民长期饮水安全。2.2.编制依据1、国家、省有关部门下达的计划或通知2、有关部门对可研报告的批复3、国家评估通过的《河南省农村饮水安全现状调查评估报告》4、《河南省“十一五”农村饮水安全工程规划》第-4-页共61页 供水工程初步设计报告5、水利部《农村饮水安全工程项目建设管理办法》、《河南省农村饮水安全工程项目建设运行管理办法》6、《村镇供水工程技术规范》（SL310-2004）7、相关政策法令、会议精神、领导讲话8、可靠的设计基础资料9、其它相关技术标准、规程、规范等1.项目区概况1.1.社会经济状况XX位于XX区东南部，与汤阴县古贤乡交界，是XX区最边缘的村庄之一。,隶属于XX区XX乡,当地总人口0.50万，汉族，其中农业人口0.50万。当地上年工农业总产值160万元,其中农业100万元，工业产值60万元，农民人均收入2800元.1.2.自然地理条件1.地形地貌以平原为主2.气象条件1)气候XX市XX区地处半湿润温带大陆性季风气候区。总体气候特点是春旱少雨，回暖快；夏季炎热多雨，且雨量集中；秋季雨量适中；冬季寒冷少雨雪。多年平均气温13.6度，元月平均气温-1.8度，极端最低气温-21.7度，七月平均气温26.9度，极端最高气温41.7度。.根据长系列（1956-1998年）气象资料统计，多年平均降水量573.5毫米，水面蒸发量（E601）为1075毫米。降雨量的时空变化比较显著。XX站最大降雨量1159毫米（1963年），最小降雨量267毫米（1965年）。另外，年内降雨量分配不均，一般多集中在7、8月份，其降雨量占全年的55%左右。.无霜期200天，日照2338小时。.平均风速3.4米/秒。.最大冻土层深度0.8米。.2)地震第-4-页共61页 供水工程初步设计报告地震烈度为7度。1.水文水系海河流域卫河水系2.地质构造处于太行山脉与华北平原交界的过度地带，地势总趋势为西高东低，自西向东呈阶梯式下降。属山前冲积平原，低洼易涝区。属典型的资源型缺水地区，地下水属于污染区。1.1.水资源概况包括地表水、地下水的水质、水资源特征等方面。农村饮水不安全现状，农村饮水不安全成因、危害及分布，说明水资源的可利用量及利用程度，年补充水量，并对未来的供水水质、水量进行预测。2.建设任务和规模2.1.项目选择的原则及来源原则：先重后轻，先急后缓，集中连片，适度规模，因地制宜，水资源可持续利用。范围：项目村要求在规划底册，并已列入可研范围，符合以下条件，与下达计划有无变更。1、饮用水中氟含量大于2mg/L的中重度氟超标问题；饮用水中砷含量大于0.05mg/L的砷超标问题。第-4-页共61页 供水工程初步设计报告2、溶解性总固体大于2g/L的苦咸水，因自然原因造成的铁、锰等其它水质问题。3、水源严重污染、已经威胁农民生命健康的饮水问题。4、部分地区的水量不足、保障率低、取水不便等问题。以往解决农村饮水安全工作取得的成就和目前待解决饮水不安全数量、类型及其分布情况，明确当前任务。对于确定的解决范围，所有村庄应附具备相应资质的化验机构出具的现状水质化验报告。解决方案要与水质超标要素相一致。1.1.建设任务和规模1.2.供水范围和供水人口供水的区域包括1个乡，1个行政村，现有人口2400人，设计供水人口2900人。1.3.用水量与设计规模根据XX市XX区XX乡XX饮水安全工程，对供水范围用户的实地考察，根据村民生活习惯与用水状况，结合本地经济发展状况，确定有关用水参数。其主要参数如下：1.3.1.设计年限结合当地发展情况确定，XX市XX区XX乡XX饮水安全工程设计年限为15年。1.3.2.供水规模和居民生活用水量设计用水居民人数 P=P0（1+γ）n+P1 第-4-页共61页 供水工程初步设计报告P=现有人口数（1+人口自然增长率）设计年限+机械增长总数=设计人口数P0—各村供水范围内的现状常住人口数，其中包括无当地户籍的常住人口。P1—各村的设计年限内人口的机械增长人口规划以及近年来流动人口和户籍迁移人口的变化情况，按平均增长法确定；γ—设计年限内各村人口的自然增长率，可根据当地近年来的人口自然增长率确定；n—工程设计年限。 W=Pq/1000  W=村设计人口数×该村生活用水定额/1000=村居民生活用水量(m3/d)q最高日居民生活用水定额，本工程所在地为河南，设计用水条件为全日供水，户内有洗涤池和部分其他卫生设施，根据规范,3.1.2表的规定最高日居民生活用水定额取值范围为70.0至90.0L/d.人。设计人口及用水量表乡镇名称村名现状人口(人)设计人口(人)人口机械增长总数(人)人口自然增长率(‰)居民生活用水定额(L/d.人)居民生活用水量(m3/d)XX乡XX24002900301250.00145.00合计1124002900145.001.1.1.公共建筑用水量由于缺乏资料根据规范建议的范围为居民生活用水量的5%-10%，考虑当地发展情况，公共建筑用水量取居民生活用水量的百分之10第-4-页共61页 供水工程初步设计报告计算结果14.50(m3/d)1.1.1.饲养畜禽用水量饲养畜禽用水量=各畜禽用水量之合计算方法如下:某类型畜禽用水量=该类型畜禽用水定额乘数量乘放养折算比例饲养畜禽用水量=各类型畜禽用水量之合；根据规范：“集体或专业户饲养畜禽日最高用水量，应根据畜禽饲养方式、种类、数量、用水现状和近期发展计划确定。1)圈养时，饲养畜禽用水定额可按表3.1.4选取；表3.1.4饲养畜禽日最高用水定额单位：L/头或只·d畜禽类别用水定额畜禽类别用水定额畜禽类别用水定额马40～50育成牛50～60育肥猪30～40骡40～50奶牛70～120羊5～10驴40～50母猪60～90鸡0.5～1.02)放养畜禽时，应根据用水现状对按定额计算的用水量适当折减；3)有独立水源的饲养场可不考虑此项。根据当地实际情况取定额,并计算，计算结果如下表1-2畜禽类别头数定额L/d设计用水量m3/d育成牛8055.004.40育肥猪80035.0028.00鸡20000.801.60合计34.001.1.2.企业用水量根据规范要求：第-4-页共61页 供水工程初步设计报告”企业日用水量应根据以下要求确定：1.企业生产用水量应根据企业类型、规模、生产工艺、用水现状、近期发展计划和当地的生产用水定额标准确定。企业内部工作人员的生活用水量，应根据车间性质确定，无淋浴的可为20～35L/人·班；有淋浴的可根据具体情况确定，淋浴用水定额可为40～60L/人·班。2.对耗水量大、水质要求低或远离居民区的企业，是否将其列入供水范围应根据水源充沛程度、经济比较和水资源管理要求等确定。”3.最终确定企业用水Ǐ=0.00(m3/d).1.1.1.消防用水量根据规范要求:”消防用水量应按照《建筑设计防火规范》（GBJ16）和《村镇建筑设计防火规范》GBJ39的有关规定确定。允许短时间段供水的村镇，当上述用水量之和高于消防用水量时，确定供水规模可不单列消防用水量。”最终确定消防用水量=50.00(m3/d).1.1.2.浇洒道路绿地用水量根据规范，浇洒道路和绿地用水量，经济条件好或规模较大的镇可根据需要适当考虑，其余镇、村可不计此项”。确定浇洒道路和绿地用水量=0.00(m3/d)1.1.3.管用漏水与其它未预见用水量根据规范：管网漏失水量和未预见水量之和，宜按上述用水量之和的10%～25%取值，村庄取较低值、规模较大的镇区取较高值。结合当地发展情况。管网漏失水量和未预见水量之和=按上述用水量之和的百分之10取值=19.35(m3/d)1.1.4.供水规模第-4-页共61页 供水工程初步设计报告供水规模（即最高日供水量）=居民生活用水量+公共建筑用水量+饲养畜禽用水量+企业用水量+消防用水量+浇洒道路和绿地用水量+管网漏失水量及其它未预见用水量=262.85(m3/d).1.1.1.人均综合用水量人均综合用水量=供水规模/设计人口=0.09(m3/d)2.工程设计2.1.水源论证由于当地地表水污染严重，浅层地下水也受到污染，深层地下水含量丰富，可以作为饮水水源。2.2.供水水源水质附件：《水质化验表》根据规范,供水水源应符合以下基本要求：1.应水质良好、便于卫生防护，地下水源水质符合《地下水质量标准》（GB/T14848）的要求，地表水源水质符合《地表水环境质量标准》（GB3838）的要求，或符合《生活饮用水水源水质标准》（CJ3020）的要求。当水源水质不符合上述要求时，不宜作为生活饮用水水源。若限于条件需加以利用时，应采用相应的净化工艺进行处理，处理后的水质应符合《农村供水规范》3.2.1要求。2.应水量充沛，干旱年枯水期设计取水量的保证率，严重缺水地区不低于90%，其他地区不低于95%。当单一水源水量不能满足要求时，可采取多水源或调蓄等措施。3.第-4-页共61页 供水工程初步设计报告应符合当地水资源统一规划管理的要求，并按照优质水源优先保证生活用水的原则，合理安排与其它用水之间的关系。结论：该供水水源符合上述要求,且符合水源水质标准要求，可作为生活饮用水水源。1.1.供水水质和水压1.1.1.供水水质要求XX市XX区XX乡XX饮水安全工程供水水质符合国家《生活饮用水卫生标准》GB5749-85。1.1.2.供水水压要求根据村镇供水现行规范要求:供水水压，应满足配水管网中用户接管点的最小服务水头；设计时，对很高或很远的个别用户所需的水压不宜为控制条件，可采取局部加压或设集中供水点等措施满足其用水需要。配水管网中用户接管点的最小服务水头，单层建筑物为5～10m，两层建筑物为10～12m，二层以上每增高一层增加3.5～4.0m；当用户高于接管点时，尚应加上用户与接管点的地形高差。配水管网中，消火栓设置处的最小服务水头不应低于10m。用户水龙头的最大静水头不宜超过40m，超过时宜采取减压措施。1.2.建设规模XX市XX区XX乡XX饮水安全工程建设规模262.85m³/d1.3.建设年限根据XX市XX区农委对XX市XX区XX乡XX饮水安全工程要求，供水工程将于2009年11月竣工。1.4.水厂建设的必要性随着本地农村经济发展，广大农民生活水平提高，急需解决饮用水问题。第-4-页共61页 供水工程初步设计报告1.1.水厂厂址1.1.1.厂址根据规范:水厂厂址的选择，应根据下列要求，通过技术经济比较确定：1.充分利用地形高程、靠近用水区和可靠电源，整个供水系统布局合理；2.与村镇建设规划相协调；3.满足水厂近、远期布置需要；4.不受洪水与内涝威胁；5.有良好的工程地质条件；6.有良好的卫生环境，并便于设立防护地带；7.有较好的废水排放条件；8.少拆迁，不占或少占良田；9.施工、运行管理方便。根据以上要求，最终厂址确定：村委会院内,该地地面标高2m取水泵房位于地面标高0m距离水厂0.00m，水厂距离供电电源0m,水厂交通情况交通便利。1.1.2.工程地质地基承载力110KPA1.2.给水系统设计XX市XX区XX乡XX饮水安全工程村委会院内，水厂的设计规模为262.85m³/d。按照每天工作24.00小时，K日=1.50,K时=1.60，进行供水工程设计。1.3.净水工艺要求对工艺进行描述第-4-页共61页 供水工程初步设计报告水质良好的地下水,水源水质符合相关标准要求,由此采用消毒工艺.具体如下：消毒等净水工艺1.1.工程內容l取水工程：n取水头部n取水泵房l输水工程：输水管道、桥、护坡；l净水工程：投药系统、管道混合器、絮凝沉淀池、滤池、消毒系统、清水池等；l配水工程n配水泵房n配水干管n配水支管n计量装置l供电系统：变配电室、地下电缆等；l厂区基础设施：厂区给水系统，雨、污水系统、道路、照明、绿化、围墙、大门、场地平整等。1.1.1.取水工程1.1.1.1.取水量取水泵房设计流量除满足日供水量262.85m³/d的要求，还应保证水厂的自用水量，水厂自用水量按5%考虑，故本工程设计取水量为275.99m³/d。1.1.1.2.取水构筑物取水水源位于村委会院内,底板埋深大于15m、含水层总厚度大于5m，所以采用管井。1.1.1.3.取水泵房{取水泵房设计}第-4-页共61页 供水工程初步设计报告1.1.1.输水工程根据取水泵房至净水厂距离为0.00m,输水管按最高日工作时用水量加上水厂用水量,每天工作24小时,总设计流量为3.19L/s。采用以下管材，计算结果如下表.表4-1序号管材长度(m)设计流量(L/s)流速(m/s)管径(mm)管道水头损失(m)管材公称压力(PMa)1)Qm3/s设计流量(高日工作时取水量)=(供水规模+水厂自用水)/水厂工作时间2)Vm/s设计流速,采用经济流速.3)管道设计内径d(m)，应根据设计流量和设计流速确定；设置消火栓的管道内径不应小于100mm。d(m)=2sqrt(Q/(vPI))4)沿程水头损失，按下式计算：h1=iL      式中h1—沿程水头损失m；L—计算管段的长度m；i—单位管长水头损失m/m；PVC-U、PE等硬塑料管的单位管长水头损失计算：i=0.000915Q1.774/d4.774             式中   Q—管段流量m3/s；d—管道内径m；5)局部水头损失，按其沿程水头损失的5%计算。1.1.2.净水工程水质良好的地下水,水源水质符合相关标准要求，由此采用消毒工艺。具体如下：消毒等净水工艺。工艺顺序第-4-页共61页 供水工程初步设计报告1消毒采用二氧化氯消毒,滤后消毒,消毒剂与水充分混合，其接触时间不小于30min。消毒剂投加点宜设在水池的进水口处，无水池时，可在泵前或泵后管道中投加。消毒剂的最大用量根据原水水质、管网长度和相似条件下的运行经验确定，使水中消毒剂残留量和有害副产物控制在允许范内。二氧化氯通过二氧化氯发生器现场制备，出厂水氧化氯余量不低于0.1mg/L，管网末梢水二氧化氯余量不低于0.02mg/L、亚氯酸盐含量不大于0.8mg/L。。1.1.1.配水工程1．配水泵房配水泵房,设计扬程18.5m,设计流量17.1L/s,进水管的流速1.0m/s,水泵出水管并联前的流速1.5m/s,泵房地坪标高1.5m,人行道宽度1.2m,机组间隔0.8m,高压配电盘前的通道宽度2.0m,低压配电盘前的通道宽度1.5m,泵的个数0,连接方式单泵运行.2．配水管网配水管网采用树枝状布置，按照供水区域的分布情况，以及为售后维修安装方便，管线走向尽量沿桥、公路、沟渠、机耕路等，以最短的管线提供最大供水范围。配水量按最高日最高时用水量计算，K时＝1.60，干管管径按设计流量和经济流速确定；考虑消防用水要求，进入各村的干管管径不小于30mm，各进口处均设置一座闸阀、水表井。支管按设计流量和水头损失确定管径，管网最不利点自由水头不小于15.00m。供水到每一用户，每户设置一个水表，以便计量。3.管网水力计算树形管网计算第-4-页共61页 供水工程初步设计报告Q配设计流量=(供水规模-大用户用水量)乘时变化系数除24小时q0人均配水当量=Q配除设计人口Q节节点出流量=q0人均配水当量乘节点设计人口＋大用户用水量Q管管段计算流量=可按其沿线出流量的50%加上其下游各管段沿线出流量计算下游出流量之和.V流速为经济流速D管径=开方(4乘Q除圆周率乘V)i单位管长水头损失=0.000915Q1.774/d4.774h管道水头损失=沿程损失+水头损失=(1+0.1)乘i乘管段长度.1，其中0.1为沿程损失率。节点自由水头确定：村内平房自由水头5-10m，每增加一层，加3.5m入村的干管末端10-15m，其它出水点，最高水头不宜超出30m的保护水头。确定各节点地面高程根据地形图或实地测量结果,确定各节点地面高程,标在管网图上。最不利点确定:最不利点为距离水厂最远的干管末端或相对较远的最高点。确定各节点水压线标高：首先确定最不利点水压线标高=最不利点自由水头+最不利点地面高程。计算原理：上游节点水压线标高=管道总水头损失+下游节点水压线标高。从最不利点开始向上游推算，例如：最不利点水压线标高＋管道总水头损失＝最不利点上游点水压线标高高位水池的最低水位大于管网起点水压线标高2m管网水力计算结果表第-4-页共61页 供水工程初步设计报告节点信息表:编号设计人口(人)大用户配水流量L/S节点出流量L/S地面标高m节点水压线标高m自由水头m0.00.0000.0001.015.61114.6111.00.0000.0000.015.31515.3152.00.0000.0000.015.06815.0683.00.0000.0000.015.03515.0354.00.0000.0000.014.91414.9145.00.0000.0000.014.67614.6766.00.0000.0000.014.56314.5637.00.0000.0000.014.49914.4998.00.0000.0000.014.46614.4669.00.0000.0000.014.45214.45210.00.0000.0000.014.44514.44511.1260.0000.2640.014.41414.41412.2240.0000.4700.015.00015.00013.1720.0000.3610.015.17315.17314.00.0000.0000.015.26215.26215.00.0000.0000.015.24815.24816.00.0000.0000.015.23315.23317.00.0000.0000.015.21815.21818.00.0000.0000.015.21215.21219.00.0000.0000.015.20815.20820.460.0000.0970.015.20515.20521.00.0000.0000.015.25615.25622.00.0000.0000.015.19315.19323.00.0000.0000.015.16415.164第-4-页共61页 供水工程初步设计报告24.00.0000.0000.015.15315.15325.00.0000.0000.015.13015.13026.00.0000.0000.015.11215.11227.1120.0000.2350.015.11015.11028.00.0000.0000.015.26615.26629.00.0000.0000.015.22315.22330.00.0000.0000.015.14315.14331.00.0000.0000.015.13115.13132.1050.0000.2200.015.11315.11333.00.0000.0000.015.21915.21934.980.0000.2060.015.19715.19735.00.0000.0000.015.17615.17636.00.0000.0000.015.15215.15237.1360.0000.2850.015.14415.14438.950.0000.1990.015.04415.04439.390.0000.0820.015.00515.00540.1330.0000.2790.014.46214.46241.950.0000.1990.014.47614.47642.1190.0000.2500.014.26614.26643.910.0000.1910.014.33114.33144.810.0000.1700.014.33814.33845.600.0000.1260.014.40314.40346.350.0000.0730.015.24515.24547.350.0000.0730.015.23015.23048.630.0000.1320.015.18015.18049.630.0000.1320.015.16315.16350.630.0000.1320.015.15415.15451.280.0000.0590.015.20115.201第-4-页共61页 供水工程初步设计报告52.460.0000.0970.015.18115.18153.420.0000.0880.015.23015.23054.2600.0000.5460.014.16314.16355.280.0000.0590.015.15215.15256.910.0000.1910.014.96914.96957.700.0000.1470.015.06015.06058.520.0000.1090.015.07115.07159.210.0000.0440.015.10615.10660.450.0000.0940.015.15515.15561.560.0000.1180.015.10015.10062.350.0000.0730.015.21215.21263.400.0000.0840.015.12215.12264.630.0000.1320.015.04815.04865.320.0000.0670.015.10015.100管道信息表管道名称管材设计流量L/s管道流速m/s管道长度m管径mm管道总水头损失m单位管道水头损失m/m延程水头损失m/m0-1硬聚氯乙烯管PVC-U6.0860.72250.01100.2960.00590.26941-2硬聚氯乙烯管PVC-U1.7610.313143.0900.2470.00170.22452-3硬聚氯乙烯管PVC-U1.5610.39910.0750.0330.00330.0301第-4-页共61页 供水工程初步设计报告3-4硬聚氯乙烯管PVC-U1.4790.37840.0750.1200.00300.10944-5硬聚氯乙烯管PVC-U1.2000.307115.0750.2390.00210.21715-6硬聚氯乙烯管PVC-U1.0010.25675.0750.1130.00150.10266-7硬聚氯乙烯管PVC-U0.7510.19270.0750.0630.00090.05757-8硬聚氯乙烯管PVC-U0.5600.14362.0750.0330.00050.03038-9硬聚氯乙烯管PVC-U0.3900.10050.0750.0140.00030.01299-10硬聚氯乙烯管PVC-U0.2640.06850.0750.0070.00010.006410-11硬聚氯乙烯管PVC-U0.2640.068215.0750.0300.00010.02771-12硬聚氯乙烯管PVC-U0.4700.120800.0750.3150.00040.28621-13硬聚氯乙烯管0.3610.092575.0750.1420.00020.1288第-4-页共61页 供水工程初步设计报告PVC-U1-14硬聚氯乙烯管PVC-U0.7950.141125.0900.0530.00040.047914-15硬聚氯乙烯管PVC-U0.7220.12840.0900.0140.00040.012915-16硬聚氯乙烯管PVC-U0.6480.11550.0900.0150.00030.013316-17硬聚氯乙烯管PVC-U0.5160.09280.0900.0160.00020.014317-18硬聚氯乙烯管PVC-U0.3840.06850.0900.0060.00010.005318-19硬聚氯乙烯管PVC-U0.2520.04565.0900.0040.00010.003219-20硬聚氯乙烯管PVC-U0.1930.03490.0900.0030.00000.00281-21硬聚氯乙烯管PVC-U1.4190.25250.0900.0590.00120.053521-22硬聚氯乙烯管PVC-U1.3300.23760.0900.0630.00110.057322-230.7850.14070.0900.0290.00040.0262第-4-页共61页 供水工程初步设计报告硬聚氯乙烯管PVC-U23-24硬聚氯乙烯管PVC-U0.7260.12930.0900.0110.00040.009824-25硬聚氯乙烯管PVC-U0.5350.095112.0900.0230.00020.021325-26硬聚氯乙烯管PVC-U0.3880.069150.0900.0180.00010.016126-27硬聚氯乙烯管PVC-U0.2790.05028.0900.0020.00010.00171-28硬聚氯乙烯管PVC-U1.2800.22850.0900.0490.00100.044628-29硬聚氯乙烯管PVC-U0.5770.14775.0750.0420.00060.038629-30硬聚氯乙烯管PVC-U0.5040.129180.0750.0800.00040.072830-31硬聚氯乙烯管PVC-U0.4200.10737.0750.0120.00030.010831-32硬聚氯乙烯管PVC-U0.2870.073112.0750.0180.00020.0168第-4-页共61页 供水工程初步设计报告28-33硬聚氯乙烯管PVC-U0.7030.125137.0900.0460.00030.042233-34硬聚氯乙烯管PVC-U0.2060.053250.0750.0230.00010.020633-35硬聚氯乙烯管PVC-U0.4970.127100.0750.0440.00040.039535-36硬聚氯乙烯管PVC-U0.4030.10380.0750.0240.00030.021836-37硬聚氯乙烯管PVC-U0.2850.07350.0750.0080.00020.00742-38硬聚氯乙烯管PVC-U0.1990.051280.0750.0240.00010.02193-39硬聚氯乙烯管PVC-U0.0820.049220.0500.0300.00010.02744-40硬聚氯乙烯管PVC-U0.2790.168375.0500.4520.00120.41145-41硬聚氯乙烯管PVC-U0.1990.120300.0500.1990.00070.18126-42硬聚氯乙烯管0.2500.150300.0500.2970.00100.2702第-4-页共61页 供水工程初步设计报告PVC-U7-43硬聚氯乙烯管PVC-U0.1910.115273.0500.1680.00060.15288-44硬聚氯乙烯管PVC-U0.1700.102256.0500.1280.00050.11659-45硬聚氯乙烯管PVC-U0.1260.076167.0500.0490.00030.044614-46硬聚氯乙烯管PVC-U0.0730.044150.0500.0170.00010.015415-47硬聚氯乙烯管PVC-U0.0730.044160.0500.0180.00010.016416-48硬聚氯乙烯管PVC-U0.1320.080167.0500.0540.00030.048717-49硬聚氯乙烯管PVC-U0.1320.080170.0500.0540.00030.049518-50硬聚氯乙烯管PVC-U0.1320.080180.0500.0580.00030.052519-51硬聚氯乙烯管PVC-U0.0590.035100.0500.0080.00010.006920-520.0970.058132.0500.0240.00020.0220第-4-页共61页 供水工程初步设计报告硬聚氯乙烯管PVC-U21-53硬聚氯乙烯管PVC-U0.0880.053168.0500.0260.00020.023822-54硬聚氯乙烯管PVC-U0.5460.328260.0501.0300.00400.936723-55硬聚氯乙烯管PVC-U0.0590.035160.0500.0120.00010.011124-56硬聚氯乙烯管PVC-U0.1910.115300.0500.1850.00060.167925-57硬聚氯乙烯管PVC-U0.1470.088180.0500.0700.00040.063226-58硬聚氯乙烯管PVC-U0.1090.066180.0500.0410.00020.037327-59硬聚氯乙烯管PVC-U0.0440.027100.0500.0050.00000.004235-60硬聚氯乙烯管PVC-U0.0940.057120.0500.0210.00020.019336-61硬聚氯乙烯管PVC-U0.1180.071200.0500.0520.00030.0473第-4-页共61页 供水工程初步设计报告29-62硬聚氯乙烯管PVC-U0.0730.044100.0500.0110.00010.010330-63硬聚氯乙烯管PVC-U0.0840.051150.0500.0210.00010.019531-64硬聚氯乙烯管PVC-U0.1320.080260.0500.0830.00030.075832-65硬聚氯乙烯管PVC-U0.0670.040131.0500.0130.00010.0115加压站布置表加压节点编号加压m节点出流量L/S地面标高m节点水压线标高m自由水头m由于是电力有保障、地势平缓的小型单村供水泵站，因此采用气压水罐供水。气压水罐最低工作压力为0.3MPa第-4-页共61页 供水工程初步设计报告，最高工作压力为0.3MPa，气压水罐内水的调节容积为3m3，总容积为17m3；气压水泵扬程27.2m,流量37.9m3/h。相关计算依据如下：A.第-4-页共61页 供水工程初步设计报告气压水罐最低工作压力，应满足配水管网最不利用户接管点和消火栓设置处的最小服务水气压水罐最低工作压力头要求，可按下式计算： P1=0.01(H1+H2+H3+H4)                    （5.0.5-1）     式中  P1—气压水罐最低工作压力（表压），MPa；H1—第-4-页共61页 供水工程初步设计报告配水管网最不利用户接管点或消火栓设置处的最小服务水头，m；H2—进水池（或井）至最不利用户接管点（或消火栓）的管路沿程水头损失，m；H3—第-4-页共61页 供水工程初步设计报告进水池（或井）至最不利用户接管点（或消火栓）的管路局部水头损失，m；H4—最不利用户接管点（或消火栓）处地面高程与进水池（或井）最低运行水位的高差，m。B.第-4-页共61页 供水工程初步设计报告气压水罐内水的调节容积，可按下式计算： Vx=0.25βCqb/nmax                       （5.0.5-2）      式中  Vx—气压水罐内水的调节容积，m第-4-页共61页 供水工程初步设计报告³； β—容积附加系数，补气式卧式罐宜为1.25，补气式立式罐宜为1.10，隔膜式罐宜为1.05；C—安全系数，宜采用1.0～1.3；qb—罐内为平均压力时水泵的出水量，应等于或略大于最高日最高时用水量的1.2倍，m第-4-页共61页 供水工程初步设计报告³/h；nmax—水泵在1h内的最多启动次数，宜采用6～8次。C.气压水罐的总容积，可按下式计算：V=Vx/（1-ab）第-4-页共61页 供水工程初步设计报告                        （5.0.5-3）      式中  V—气压水罐的总容积，m³；ab—气压水罐内最小工作压力与最大工作压力比，宜采用0.65～0.85。D.第-4-页共61页 供水工程初步设计报告气压水罐应设安全阀、压力表、水位计、泄水管和密封人孔。第-4-页共61页 供水工程初步设计报告D.气压水罐供水系统的最高工作压力，可按下式计算：第-4-页共61页 供水工程初步设计报告       P2=P1/ab                           （5.0.5-4）    式中  P2—气压水罐供水系统的最高工作压力，Mpa。F.第-4-页共61页 供水工程初步设计报告水泵的选择，应使扬程为(P1+P2)/2时，流量为qb第-4-页共61页 供水工程初步设计报告，并在高效区工作；水泵控制系统应设自动开、停装置。F.第-4-页共61页 供水工程初步设计报告选择气压水罐时，其允许压力应不小于1.5P2第-4-页共61页 供水工程初步设计报告；气压水罐的设计单位和生产厂家，应分别持有压力容器设计与制造许可证。另附件管网水力图。1.1.1.水厂总体设计厂区平面布置见附图。厂区占地面积300平方；厂区长度15m，厂区宽度20m第-4-页共61页 供水工程初步设计报告，厂区所在地地坪标高1m，设计地面标高2m；厂平面布置原则为：流程短捷、紧凑布置、节省占地、功能齐全、方便管理。厂区总平面布置基本上按功能划分：分为生产（水处理）区，阶段性生产建筑物及生活区。各区之间以绿带和道路分隔。1.1.1.厂区管线厂区管线布置详见图。1．工艺管道构筑物间采用管道连接。2．水厂自用水水厂自用水包括生产用水和生活用水。从厂区配水干管处接一根管道作用水厂自用水管，并按规定设置消火栓。3．厂区雨水厂内利用雨水管道，或地形高差沿路边将雨水自流至厂外4．厂区排水厂区排水主要包括净水时，清洁净水构筑物，配水构筑物及附属建筑用水，一并排入厂区污水池，由潜污泵提升至厂外的排水沟。1.1.2.厂区排水设计：防洪与防内涝1.1.3.厂区用电设计：1.2.水厂和水源的卫生防护本供水工程的水源和水厂和卫生防护应符合“农村给水设计规范”中的有关条文。1.取水口上游水源卫生防护：不得排放生活污水，其沿岸防护范围内，不得堆放废渣，堆栈或垃圾、粪便，不得使用生活污水灌溉农田。2.在取水口周围水源卫生防护：100m第-4-页共61页 供水工程初步设计报告的水域内，严禁捕捞、停靠船只、游泳等任何活动，应设有明显的标志和严禁事项的告示牌。1.在水厂厂区外围水源卫生防护：10m范围内，不得设置生活居住区和修建禽畜饲养场、渗水坑，不得堆放垃圾、粪便，应保持良好的卫生环境。1.1.环境保护、安全与卫生1.1.1.药剂环境保护l防消毒剂本工程保持室内空气新鲜和流通。值班室中配备防毒面具，急修工具，可保证操作人员安全与不污染大气及周围环境。l药剂储存凝聚剂：聚合铝为固体、块状、无味、无粉尘飞扬，不会对空气造成危害。1.1.2.防噪音取水泵房、配水泵房选用噪音低于85分贝的水泵，并对机房衬以吸音材料降低噪音。取水泵房设在离居民有一定距离，不会对周围环境产生噪音影响。1.1.3.安全净水厂与取水泵房按规范要求设置消火栓。设防毒面具和劳保用具，保证操作人员的安全。水池周围设置必要的操作平台、走道板、栏杆及扶手。全部电气均需零接地保护。在较高的主要建筑物上，如综合办公用房、变配电室等设避雷装置。1.1.4.卫生第-4-页共61页 供水工程初步设计报告l在净水厂设计中，应符合《工业企业设计卫生标准》等有关规定。l对消毒间的平面布置考虑了风向和排除泄氯的措施。l对水厂建筑物的设计，充分考虑给排水、通风、采光、照明、卫生等要求。1.1.1.节能我国能源和水资源都很紧张，而净水厂在运行时要耗电能，因此在工程设计上充分考虑能源和水资源。1.2.定员编制参照《村镇给水设计规范》及《村镇供水站定岗定员标准》，并结合工艺要求，XX市XX区XX乡XX饮水安全工程需定员4人，定员编制见表9－1岗位类别岗位名称定员人数备注单位负责类站长1计量监测类计量监测负责1水费计收1安装维修类安装维修负责1兼岗合计4第-4-页共61页 供水工程初步设计报告1.工程投资概算1.1.概算编制说明1.1.1.工程简要说明建设规模262.85m3/d。包括取水工程、输水管线工程、净水厂工程、配水管线工程及相关工程。1.1.2.编制内容本编制内容包括取水工程、输水管线、净水厂、配水管线及相关工程的土建工程，设备购置及安装工程。建设范围：1)取水：取水头部，取水管道，取水泵房；2)输水：输水管道；3)净水厂：各种构，建筑物，工艺安装，设备，电气，厂区总平面，道路，各种管道；4)厂外工程：配水管网，道路，供电；5)工程投资概算包括工程费，其它费，预备费，世行贷款利息，流动资金等项费用。1.1.3.编制依据1)《全国统一建筑工程基础定额》（2004年）2)《全国统一市政工程预算定额》（2004年）3)《省建筑安装工程费用定额》（2004年）4)《全国统一安装工程预算定额》（2004年）5)《XX市XX区XX乡XX饮水安全工程初步设计文件》6)《XX市XX区XX乡XX饮水安全工程可行性研究报告》7)《省综合估价表》省建设厅8)《省估价表》全国统一市政工程预算定额第-4-页共61页 供水工程初步设计报告1)《全国市政投资概算指标》HGZ47-101-96;2)《市政工程可行性研究投资概算编制办法》试行3)《给水排水工程概算与经济评价手册》1.1.1.工程费率说明人工：{人工定额}元/d钢材{钢材定额}元/t水泥{水泥定额}元/t木材：{木材定额}元/m3建筑物造价指标({建筑物造价指标}元/m3)构筑物造价指标({构筑物造价指标}元/m3)土地使用费及拆迁补偿费{土地使用费率}万/亩建设单位管理费按工程费用的{建设管理费率}%计算工程建设监理费按工程费用的{工程建设监理费率}%计算工程保险费按工程费用的{工程保险费率}%计算办公和生活家具购置费按每人{家具率}元算勘察，设计费按工程费用的{设计费率}%计算联合试运转费按设备费{联合试运转费率}%计算生产准备费按定员的{生产准备费率}%，{生产准备时间}个月，每人每月{家具率}元计算电贴费按元{电贴费率}/KVA计算竣工图编制费按设计费的{竣工图编制费率}%计算1.2.主要构、建筑物占地主要构筑物占地见表{主要构建筑物占地表}1.3.主要设备及材料1.主要设备表第-4-页共61页 供水工程初步设计报告{主要设备表}2．管材列表{管材列表}1.1.三材用量三材用量表　三材用量表名称木材（m3）型钢（T）水泥（T）砖（块）钢筋（T）土方量（m3）数量{木材}{型钢}{水泥}{砖}{钢筋}{土方量}1.2.工程投资概算1.2.1.工程费用概算表单位：万元{工程费用表}1.2.2.投资概算总表单位：万元序号费用名称取费费率合计一工程费{工程费}二其它费1土地使用及拆迁补偿费占地面积{{第-4-页共61页 供水工程初步设计报告厂区占地面积亩}亩×{土地使用费率}万/亩土地使用及拆迁补偿费}2建设单位管理费工程费{工程费}×{建设管理费率}%{建设单位管理费}3建设单位监理费工程费{工程费}×{工程建设监理费率}%{建设单位监理费}4保险费工程费{工程费}×{工程保险费率}%{保险费}5办公和生活家具购置费定员4人×{家具率}元/人{家具购置费}6勘察，设计费工程费{工程费}×{设计费率}%{设计费}7联合试运转费设备费{设备费}×{联合试运转费率}%{联合试运转费}8生产准备费定员4人×{生产准备费率}%×{生产准备时间}×{家具率}元/人{生产准备费}9竣工图编制费工程费{工程费}×{竣工图编制费率}%{竣工图编制费}其它费合计{其它费}第-4-页共61页 供水工程初步设计报告三基本预备费以上费用之和×{基本预备费率}%{基本预备费}四建设期贷款利息{建设贷款}×{国内银行利率}%{建设贷款利息}五流动资金{建设流动资金}六工程总投资45.011.财务分析及国民经济评价1.1.经济评价依据本评价的依据为《水利建设项目经济评价规范》（SL72-94）、《水利经济计算规范》（SD72-85）和水利部水财（1995）281号文。社会折现率为12.00%，6.00%，项目建设期1年，项目运行期取14年，经济计算期为15年，计算基准年为{计算基准年}年，工程的投资为45.01万元，解决农村饮水人口2400人。1.2.财务分析成本构成表序号费用名称计算方法费用(千元)1水资源费365X(供水规模+水厂自用水)X原水单价(元/m3)/日变化系数0.002电费耗电量0.00(千度/年)　×　电价0.00(元/度)0.003药剂费所有药剂费用之和0.00第-4-页共61页 供水工程初步设计报告4工资福利员工人数4(人)　×　每人平均年工资福利0(元/年.人)0.005折旧费固定资产原值359.20      × 折旧费率(取4.80%)176大维修费固定资产原值359.20      × 大修理费率(取2.00%)7.187无形及递延资产摊销无形及递延资产(无形及递延资产)    × 无形及递延资产摊销率(取8.00%)3.158日常检修维护费固定资产原值359.20       ×日常检修维护费率(取1.00%）3.599管理及其他费（1+2+3+4+5+6+7+8)× 管理及其他费率(取10.00%）3.1210年经营成本1+2+3+4＋6+8＋913.8911总成本1+2+3+4+5+6+7+8＋934.29 财务分析序号项目名称计算方法结果1吨水工程投资总投资÷供水规模1711.56元/吨2等额年总成本A=P(i×(1+i)n)/((1+i)n-1)+A0i内部收益率{内部收益率}%.n设计年限15年A0总成本34.29千/年67.80万元/年3人均投资总投资÷设计用水人口155.22元/人4制水成本年总成本/年供水量0.54元/吨5实际水价0.00元/吨6理论水价0.26元/吨7人均水费负担人年均用水费用/人均年收入0.00%8财务内部收益率6.00%9财务净现值0.00千元第-4-页共61页 供水工程初步设计报告10投资回收期0.00年(含建设期)11投资利润0.00%财务评价财务评价不考虑社会效益,只考虑水费收入,本项目总投资45.01万元。按上述计算的投资费用及效益编制工程国民经济效益费用流量表，经计算：财务内部收益率EIRR＝6.00%小于6.00%，投资回收期0.00小于设计使用年限15，说明项目在财务上是不合理的。1.1.国民经济分析按上述计算的投资费用及效益编制典型工程国民经济效益费用流量表,见表6-1国民经济效益费用流量表。折现率IS=12.00%第-4-页共61页 供水工程初步设计报告7-1项目国民经济效益费用流量表(万元)序号序号建设期运行期1效益流量1.1销售收入1.2回收固定资产余值1.3回收流动资金1.4项目间接效益2费用流量2.1建设投资2.2流动资金2.3经营费用2.4项目间接费用3净效益流量4累计净效益流量第-4-页共61页 供水工程初步设计报告7－2敏感性分析表方案浮动指标经济内部收益率（％）经济净现值(万元)效益费用比（％）投资增加（％）效益增加（％）基本方案敏感性分析(1)敏感性分析(2)敏感性分析(3)敏感性分析(4)敏感性分析(5)敏感性分析(6)敏感性分析(7)敏感性分析(8)敏感性分析(9)第-4-页共61页 供水工程初步设计报告①计算经济效益费用比计算is—社会折现率取12.00%EBCR=0.00②经济净现值nENPV=∑(B-C)t(1+is)-t　　　t=1经计算得经济净现值=0.00万元③经济内部收益率n∑(B-C)t(1+EIRR)-t=0　　　t=1经计算EIRR=0.00%计算结果工程经济效益费用比R=0.00，经济净现值=0.00万元，经济内部收益率Ii=0.00%。依据工程国民经济效益费用流量表计算得：国民经济评价指标表明，经济内部收益率为0.00%小于12.00%，经济净效益为0.00万元小于0，效益费用比为0.00小于1，不能满足经济评价规范的要求1.建设期管理8.1组织管理按照省水利厅《关于加强农村饮水安全工程建设管理工作的意见》的要求，建立健全行之有效的工程质量责任和监管机制，结合工程实际，实行工程监理制、招投标、大宗材料设备集中统一采购等。第-4-页共61页 供水工程初步设计报告8.2资金管理加强资金监管，严格实行资金报账制，保证专款专用，提高资金使用效益。8.3施工组织设计根据上级要求，做好施工组织设计，合理安排工期，按时完成建设任务。总工期一般不超过一年。1.建后管理按照省水利厅《关于加强农村饮水安全工程建设管理工作的意见》的要求，体现“建工程先建制”的指导思想，写出如何构建工程管理体制和运行机制，从以下几个方面阐述：2.运行管理明确管理主体，制定管理措施，建立健全工程运行、维修、养护、水费计收等规章制度，确保工程充分发挥效益。对集中供水工程按照《城镇供水厂运行、维护及安全技术规程》（CJJ58）的要求，健全净水厂、泵站、输配水运行管理制度，作好运行管理日志、档案等管理。参照《村镇供水站定岗标准》合理配备管理人员，并搞好技术培训，提高技术服务能力。第-4-页共61页 供水工程初步设计报告1.水源管理制定水源保护管理和取水构筑物管理措施，保证水源的可持续利用。2.水质监测按照《村镇供水工程技术规范》的要求，建立水质化验体系，加强日常水质监测，制定切实可行的措施，保证供水水质、供水安全可靠性。附件：1、___市、县（市、区）人民政府配套资金承诺书2、由相应资质单位出具的所有不安全项目村水质化验报告和参考井建成前后水质化验报告附图：说明工程情况所需的平面图、结构图、系统图等图纸附表:___市农村饮水安全实施方案综合统计表___市农村饮水安全项目区基本情况表（附表一）___市解决农村饮水安全问题人数统计表（附表二）___市农村饮水安全工程规划表（附表三）___市农村饮水安全项目实施计划总表（附表四）___市农村饮水安全项目集雨工程典型设计表（附表五）___市农村饮水安全项目打井工程典型设计表（附表六、七）___市农村饮水安全项目采用水处理设备工程典型设计表（附表八）___市农村饮水安全项目引水工程典型设计表（附表九）___市农村饮水安全项目泵站扬水工程典型设计表（附表十）___市农村饮水安全项目工程量总表（附表十一）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$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&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%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供水工程初步设计报告内部资料仅供参考第-4-页共61页'