某农村饮水安全工程初步规划设计书

'XX镇江边村饮水安全工程初步规划设计书XX县XX镇水务站 二○一一年七月十五日江边村饮水安全项目工程初步设计报告目录1、综合说明2、工程规划设计3、工程预算4、工程效益5、组织实施6、结论附件：1、江边村安全饮水工程总概算表2、江边村安全饮水工程建筑工程概算表3、江边村安全饮水工程设备及安装工程概算表4、江边村安全饮水工程集水井、高位蓄水池施工图5、江边村安全饮水工程平面布置图6、江边村安全饮水工程各供水区水质化验报告 XX镇江边村饮水安全项目工程初步设计报告书一、综合说明江边村地处XX镇最北端，与溆浦县两丫坪镇、三叉江村相邻，距XX县城约108km,全村共有12个村民小组366户1182人，共有耕地1032亩，其中水田752亩，旱土280亩，林地7500亩，由于受自然条件的限制，农村经济发展缓慢，村民经济收入低，农民生活至今仍处于温饱状态，特别是近年来受环境污染的影响，村民饮水安全的问题一直得不到解决，成了政府和村民的一块心病，根据镇政府领导的安排，镇水务站对江边村部分饮水工程进行了初步设计。由于江边村村民居住分散，地势陡，地形复杂，只能采取分散供水的方式，解决村民饮水不安全的问题，经现场勘察、规划，利用板桥棚子现、老山冲、李家坢等多处山泉水源，安装引水管，然后修筑高位蓄水池，解决江边村板桥组、禾梨树、磨石坑、桅子界组饮水问题，江边村 多处水源经县卫生防疫站检测符合饮用标准。二、工程设计2.1取、供水地点、供水范围和供水人口江边村供水区域为8个，共366户1182人，根据江边村村民居住情况，集中连片供水区为1个92户350人，分别为麻坑、奉家、葵花组，另有板桥、禾梨树、磨石坑、桅子界、湖凼、长胜、排上8个组由于地势陡，地理位置变化大，村民居住分散，只能做为分散供水。本次规划解决76户400人的安全饮水问题。江边村供水区域情况：2.1.1江边村板桥供水区江边村板桥组供水区共18户130人（其中江边小学70人），在板桥组棚子现修建集水井一处，安装引水管，将水引至伍玉田屋后山槽中，修建高位蓄水池，需Φ32PE引水管800m，Φ5OPE主供水管800m，Φ20PE至用户供水管1000m。2.1.2桅子界组供水区在桅子界组老山冲修建集水井一口，引水至桅子界院子后边山坡中，修建高位蓄水池一处，供桅子界组29户140人饮用水，需Φ32PE引水管1100m，Φ50PE主供水管500m，Φ40PE供水管200m，Φ20PE至用户供水管1200m。2.1.3禾梨树供水区从李家坢山槽中引用两处水源修建集水井一口，引水至 禾梨树组张积仁屋后公路内边责任土中，修建高位蓄水池，供禾梨树、磨石坑组18户130人饮用水，需Φ32PE引水管800m，Φ63PE主供水管280m，Φ50PE主供水管200m，Φ20PE至用户供水管1000m。2.2用水量与设计规模及施工质量要求通过对江边村供水范围内用户的实地考察，根据水源量及村民生活用水习惯等，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：2.2.1设计年限结合当地发展情况确定设计年限为15年。2.2.2设计人数设计用水村民人数P=P0（1+x)n=400(1+1%)15=460P0——供水范围内现有常住人数（人）x——设计年限内人口的自然增长1%（可根据近年来规划人口增长率确定）n——工程设计年限15年2.2.3居民生活用水量W=p×q/1000=460×100/1000=46m3/dp——设计用水居民人数460人q——村民日最高生活用水量定额根据《村镇供水工程技术规范》及XX 地区实际情况，各户均有洗涤池，部分村民逐渐实施改善卫生设施，参照农村人口饮用水的有关规定标准，该供水区域人均饮用水量按100L/d计算。为了加强江边村饮水安全工程的管理，结合本地实际情况，对江边村3处供水工程的水源井、高位蓄水池、引、供水管线统一施工要求：（1）各供水区中的水源井全部采用封闭式水源井，水源井容积均为1.0m3，规格为长1.0m×宽1.0m×高1.0m（净空尺寸），水池底层垫75#浆砌块石厚0.3m，集水井墙、底盖板采用200#钢筋砼浇制，墙、盖板厚度为0.1m，底板厚度为0.15m，钢材为Φ6.5#＠150单层钢筋，水源井设排污管、溢水管、引水管（具体安装尺寸见断面图）。每个水源井应安装排污闸阀、引水控制闸阀。便于后期维修、检修之用。水源井两侧应做止水槽，防止水源渗漏、流失。水源井蓄水高度应略低于水源流出口位置，如果蓄水位高于流水口位置，引用水源将分散流失，因此各组在施工当中应特别注意掌握。（2）高位蓄水池容积根据各处供水人口确定，水池应选择在较平坦位置，地质较好，在水池基础开挖好后，基础应垫75#浆砌块石0.3m厚，防止水池出现不均匀沉陷，采取半埋半露形式修建，盖板应预留0.6m×0.6m检查孔1个，设Φ50镀锌管或PVC管做通气孔1个，高度为3.0m，顶端应做弯管，管口朝下。高位蓄水池应安装好进 水管、排污管、主供水管、溢水管，水池内爬梯（具体安装位置高度见断面图尺寸）。这四种管子及爬梯在事先预埋好后，才能浇筑高位蓄水池200#砼。高位蓄水池、墙、底砼厚度均为0.2m，盖板厚度为0.1m，高位蓄水池中的排污管、主供水管应设置控制闸阀，便于检修使用。溢水管埋设长度距水池边4—5m，防止溢出水源冲刷高位蓄水池周边土方，确保水池稳定。（1）引水、供水管线在管槽开挖之中，开挖深度必须达到0.7m，宽度0.2—0.3m，在管线布置安装好后，用土回填夯实，不能用块石回填。严禁引、供水管外露情况出现，个别岩石基础位置出现外露部分应用水泥砂浆覆盖一定厚度。（2）根据XX气候条件，各进户水表应做好闸阀井，闸阀水表在地面以下0.4m处，进入冬季必须用河沙或其他保暖杂物掩盖，防止水表冻裂。（3）在安全饮水施工中，严禁使用劣质材料，或出现偷工减料行为，各供水区应加强管理，按照安全饮水工程施工质量要求，按期、按质完成各项施工任务。2.3江边村饮水安全工程主要分四个部分，即水源井、高位蓄水池、引水管道、供水管道。各部分工程设计如下：2.3.1板桥组分散供水区水源井（1个水源井工程量）：⑴开挖土石方：长1.4m×宽1.4m×高1.0m=2.0m3⑵铺垫块石：1.4m×1.4m×0.3m（厚）=0.6m3⑶水源井墙、底、盖板200#砼1个：0.9m3 ⑷100#砂浆抹面：4m2⑸Φ32闸阀2个，Φ32PE溢水管1根，长4m⑹Φ32PE排污管1根，长4m⑺Φ6.5#钢材26kg引水管：从棚子现集水井引水至伍玉田屋后山槽中高位蓄水池引水管长800m，均采用Φ32PE管（规格1.6mPa）。管线开挖土石方：800m×0.7m×0.2m=112m3。管线回填土方：100m3。供水管道：⑴主供水管道1根，均采用Φ50PE管（规格1.6mPa），全长800m。⑵入户供水管均采用Φ20PE管（规格1.6mPa），全长1000m。⑶主供水管、入户供水管开挖土石方：1800m×0.7m×0.2m=252m3。⑷管线回填土方：220m3。⑸主供水管线中设闸阀井2个，Φ50闸阀2个。⑹Φ20入户闸阀18个。高位蓄水池：考虑江边小学学生的饮用水情况，该高位蓄水池的容积略为偏大些。高位蓄水池为长方 形，采用半埋半露形式修建，蓄水池规格尺寸：内空长4.6m×宽3.2m×高2.5m（可蓄水36m3）。蓄水池墙、底板砼厚度为0.2m，盖板为0.1m厚，盖板上检查孔尺寸：长0.6m×宽0.6m。高位蓄水池工程量：⑴开挖土石方：55m3；⑵200#砼14.0m3；⑶回填土方：16m3；⑷75#浆砌块石铺底:4.4m3；⑸Φ6.5#钢材96kg，Φ12#钢材350kg。⑹100#砂浆抹面：39m2，Φ50控制闸阀1个，Φ50排污闸阀1个，Φ50PE排污、溢水管2根，长10m，Φ50镀锌管（通气孔）1根，长3.0m。以上四项小计工程量:开挖土石方421m3，回填土方336m3，浆砌块石5.0m3，100#砂浆抹面43m2，200#砼14.9m3，Φ32PE管808m，Φ50PE管810m，Φ20PE管1000m，Φ50闸阀4个，Φ32闸阀2个，Φ6.5#钢材122kg，Φ12#钢材350kg。管线其他配件（模板、架材等）没有详细列表。管线铺设安装2600m，水表18个，水龙头20个，Φ20球阀20个。板桥组供水区工程造价为52025元。2.3.2桅子界组供水区 水源井工程量，位置老山冲。⑴开挖土石方：长1.4m×宽1.4m×高1.0m=2.0m3⑵铺垫浆砌块石：1.4m×1.4m×0.3m（厚）=0.6m3⑶水源井墙、底、盖板200#砼1个：0.9m3⑷100#砂浆抹面：4m2⑸Φ32PE溢水管1根，长4m，Φ32PE排污管1根，长4m，Φ32闸阀2个⑹Φ6.5#钢材26kg引水管：从老山冲集水井，安装引水管至桅子界院子后边山坡中，修建高位蓄水池，需铺设Φ32PE管（规格1.6mPa）长1100m。管线开挖土石方：1100m×0.7m×0.3m=154m3。管线回填土方：140m3。供水管道：⑴从高位蓄水池至村民用户共设主供水管道1根，其中Φ50PE管（规格1.6mPa）长600m。Φ20PE入户供水管（规格1.6mPa）长1200m。⑵供水管线开挖土石方：1800m×0.7m×0.2m=252m3。⑶管线回填土方：220m3。⑷在管线中设Φ50闸阀井2个，Φ50闸阀2个。高位蓄水池：桅子界高位蓄水池为长方 形，采用半埋半露形式修建，蓄水池规格尺寸：内空长3.6m×宽3.2m×高3.0m（可蓄水34m3）。蓄水池墙、底板砼厚度为0.2m，盖板为0.1m厚，盖板上检查孔尺寸：长0.6m×宽0.6m。高位蓄水池工程量：⑴开挖土石方：32m3；回填土方：12m3；75#浆砌块石铺底4.3m3；200#砼13.5m3；100#砂浆抹面：41m2；Φ6.5#钢材92kg，Φ12#钢材354kg；Φ50排污闸阀1个，Φ50PE排污管、溢水管2根，长12m，Φ50镀锌管（通气孔）1根，长3.0m，Φ50控制闸阀1个。以上四项小计工程量:开挖土石方440m3，回填土方372m3，浆砌块石4.9m3，100#砂浆抹面45m2，200#砼14.1m3，Φ32PE管1108m，Φ50PE管600m，Φ20PE管1200m，Φ50闸阀4个，Φ32闸阀2个，Φ6.5#钢材118kg，Φ12#钢材354kg。管线铺设安装2900m，水表25个，水龙头27个，Φ20球阀25个。管线配套器材、集水井、高位蓄水池模板、支架等配套材料没有列出明细表。板桥组供水区工程造价为50355.90元。2.3.3禾梨树磨石坑供水区水源井（1个集水井工程量），水源地点李家坢。 ⑴开挖土石方：长1.4m×宽1.4m×高1.0m=1.9m3⑵浆砌块石铺底：1.4m×1.4m×0.3m（厚）=0.6m3⑶水源井墙、底、盖板200#砼1个：0.9m3⑷100#砂浆抹面：4m2⑸Φ40闸阀2个，Φ40PE溢水管、排污管2根，长8m⑹Φ6.5#钢材26kg引水管：⑴从李家坢集水井引水至禾梨树组张积仁屋后公路内边，修建高位蓄水池，引水路线长900m，采用Φ40PE管（规格1.6mPa）。⑵引水管线开挖土石方：900m×0.7m×0.2m=126m3。⑶引水管线回填土方：110m3。供水管道：⑴禾梨树供水区分主供水管道2根，Φ63PE管（规格1.6mPa），主供水管线长300m，Φ50PE管主供水管200m，Φ32PE主供水管（规格2.5mPa）长420m，入户供水管Φ20PE管长800m（其中2.5mPa管材200m，1.6mPa管材600m）。⑵供水管线开挖土石方：1720m×0.7m×0.2m=240m3。⑶管线回填土方：220m3。⑷供水管线中设闸阀4个，其中Φ32闸阀2个，Φ63闸阀1个，Φ50闸阀1个。高位蓄水池： 禾梨树高位蓄水池建在张积仁屋后公路内边，蓄水池为长方形，采用半埋半露形式修建，蓄水池规格尺寸：内空长6.0m×宽3.0m×高2.5m（可蓄水45m3）。蓄水池墙、底板砼厚度为0.2m，盖板为0.1m厚，盖板上检查孔尺寸：长0.6m×宽0.6m。蓄水池外边墙靠近公路边，因此蓄水池外边墙脚基础应浆砌块石墙长6m，蓄水池左、右两边应用土方回填1.5m高。高位蓄水池工程量：开挖土石方：21m3；回填土方：29m3；浆砌块石11.0m3；100#砂浆抹面：45.0m2；200#砼16.4m3；Φ6.5#钢材126kg，Φ12#钢材410kg；Φ63闸阀1个，Φ40排污闸阀1个,Φ40PE排污管、溢水管2根，长40m，Φ50镀锌管（通气孔）1根，长3.0m。以上四项小计工程量:开挖土石方389m3，回填土方359m3，浆砌块石11.6m3，100#砂浆抹面49.0m2，200砼17.3m3，Φ32PE管428m，Φ63PE管300m，Φ50PE管200m，Φ40PE管940m，Φ20PE管800m，Φ63闸阀2个，Φ50闸阀1个，Φ40闸阀3个，Φ32闸阀3个，Φ6.5#钢材152kg，Φ12#钢材410kg。引、供水管线铺设安装2660m，水表19个，水龙头19个，Φ20球阀20个。管线配套 材料、集水井、高位蓄水池模板、支架等材料没有列明细表。禾梨树磨石坑供水区工程造价为57163.40元。三、工程预算本工程预算依据《水利工程设计预算编制有关规定》和《水利工程建筑工程预算定额》，主材料按照2010年市场价格，取费标准按县内一般标准执行。该工程初步预算总造价为元，其中建安工程费元，建设管理费4131元，勘测设计费4000元，临时工程费4878元，具体明细数见预算表。四、工程效益分析1、该工程建设完成后，能够使江边村4个组76户400人受益，解决了江边村部分村民饮水困难与饮水不安全问题，为村民提供了安全、清洁、卫生的生活水源，改善了村民的生产生活条件，为提高广大村民的身体健康创造了条件，同时也减轻了村民的劳动强度。2、经济效益。江边村4个组76户400人生活用水、养殖业、加工业用水，日需量46m3，如按一般水价标准2.0元／m3计算，年收入可达3.31万元，扣除管理人员工资、维修费、折旧费等共预计支30％外，村自来水收益为2.31万元，经济效益虽然不是那么可观，但最主要的是给广大村民饮用水的安全问题提供了保障。五、组织实施方案 根据江边村的实际情况，为了确保该项工程顺利有序进行，必须制定江边村饮水安全工程实施方案，具体方案如下：1、领导机构。成立江边村饮水安全工程领导小组。村支部书记黄宇民任组长，村主任刘光松、秘书何为满任副组长，各村民小组组长为成员，做到分工明确，责任到人，帐目公开，民主理财，工程有人管、有人抓。2、资金来源。经预算，该工程共需资金17.5634万元，根据江边村经济状况，村民自筹2.5634万元，请求上级解决饮水安全项目资金15万元。3、工程期限。江边村饮水安全工程于2011年8月动工，至2011年11月20日前全部竣工。4、工程管理。该工程建成后，由江边村受益村民代表会议集体研究决定，成立管水协会，制订“工程管理制度和用水管理制度”，安排选定专人管理，实行“基本水费＋按方收费”的方法确定水价，按月或按季度计收用水水费，做到工程有人管、工程有钱修，保证持续正常发展。六、结论江边村饮水安全工程经镇水务站相关技术人员勘测、规划、设计，广泛听取了村民的意见，充分考虑了村民居住分散的问题，采取分散供水方式，逐步解决全村人民饮水不安全的问题。工程建议方案、工程布局、工程筹资投劳以及今后的工程维修等问题，通过多次会议，统一了 思想，形成了共识，全体村民决心齐心协力，按照规划确定的时间圆满完成该项目工程，使江边村民早日用上安全卫生的自来水，真正发挥民生工程的效益。江边村安全饮水工程总概算表单位：元编号工程或费用名称建安工程费设备购置费其它费用合计备注第一部分建筑工程82891.482891.4一引水工程11995.411995.4二蓄水工程4135141351三输配水工程1954519545第二部分设备及安装工程1580363930.679733.6一引水工程43381836222700二蓄水工程2501086.61336.6三输配水工程112154448255697第三部分临时费用48784878 第四部分其他费用81318131一建设管理等费41314131二设计费40004000工程总投资.463930.68131江边村安全饮水工程建筑工程概算表序号项目单位数量单价（元）合价（元）第一部分建筑工程82891.4一引水工程11995.41土方开挖m33981559702土方回填m33501035003砂浆抹面m312151804C20钢筋砼m32.759015935M7.5浆砌块石m31.82103786钢材T0.0784800374.4二蓄水工程413511土方开挖m31081516202土方回填m357105703钢材T1.51480072484水泥砂浆抹面m21251518755C20钢筋砼m343.9590259016M7.5浆砌块石m319.72104137三输配水工程29545㈠管槽177601土方开挖m37441511160 2土方回填m3660106600㈡管道闸阀井117851土方开挖m331154652C20钢筋砼m35.059029503M7.5浆砌块石m317.036061204水泥砂浆抹面m3150152250江边村安全饮水工程设备及安装工程概算表编号工程或设备名称单位数量单价（元）合价（元）合计设备费安装费设备费安装费第二部分设备及安装工程63930.61580379773.6一引水工程183624338227001Φ40PE管m9008.301.507470135088202Φ32PE管m19005.601.50106402850134903Φ32PE管（溢水管）m165.602.0089.632121.64闸阀（DN32、DN40）个616.0015.0096901865Φ40PE溢水管m88.302.0066.41682.4二蓄水池工程1086.62501336.61排污闸阀（DN50）个333.0015.0099451442控制闸阀（DN50）个233.0015.006630963Φ50镀锌管（通气管）m940.004.00360363964Φ40PE管（溢水管）m318.302.00257.362319.35Φ40PE管（排污管）m318.302.00257.362319.36控制闸阀（DN63）个147.0015.00471562三输配水工程444821121555697㈠配水管网391778420475971Φ50PE管m160012.801.50204802400228802Φ63PE管m30022.001.5066004507050 3Φ32PE管m4205.601.50235263029824Φ20PE管m30002.501.5075004500120005弯头三通等附件按管件5%22454402685㈡供水管线附件5305279581001DN50、DN40、DN32闸阀个1533.0015.004952257202DN20闸阀个656.0010.0039065010403水表个6250.0015.00310093040304水龙头套6620.0015.0013209902310江边村安全饮水工程建筑工程概算表序号项目单位数量单价（元）合价（元）第三部分临时费用3%4878第四部分其他费用5%8131一建设管理费4131二勘测设计费4000 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