更新中……Tips：检索岗位都是市政给排水；参保人数数据来源与企查查官网2022年数据；现在设计院招聘条件基本都是硕士起步；未标明地点的设计院都默认在省会城市。豫郑州市市政工程勘测设计研究院企业性质：市属国有企业参保人数：297人专业资质：市政设计行业甲级官方网址：http://www.zzszy.com简历投递：zzszy2022@163.com 招聘条件：​ 校招：应届硕士研究生学历；​ 社招：甲级院工作经历或持有注册证书。郑州大学综合设计研究院有限公司企业性质：高校国有企业参保人数：1078人专业资质：市政行业（道路工程、桥梁工程、给水工程、排水工程）设计专业乙级官方网址：http://www.zdsjy.com（官网暂时进不去）简历投递：智联招聘 招聘条件：​ 校招：本科以上学历。中石化中原石油工程设计有限公司发展历程企业性质：国有企业参保人数：536人专业资质：市政行业（道路工程、桥梁工程、给水工程、排水工程）设计专业乙级官方网址：http://spezy.sinopec.com/spezy/简历投递：http://job.sinopec.com/#/school/home招聘条件：​ 校招：限英语，英语六级（CET-6）425分及以上或雅思6分及以上；或新托福80分及以上，服从调剂。太卷了太卷了，而且工作地点不定。皖合肥市市政设计研究总院企业性质：国有企业（上海市城市建设设计研究总院(集团)有限公司子公司）参保人数：321人专业资质：没有官网，查不到……官方网址：竟然没有官网？？？简历投递：http://campus.51job.com/sucdri/about.html招聘条件：校招：虽然没有明确规定，但是基本上是211硕士起步。合肥市规划设计研究院企业性质：市属国有企业参保人数：290人专业资质：城乡规划、建筑工程、风景园林工程设计、市政行业道路工程、市政行业城市隧道工程、市政行业桥梁工程、市政行业排水工程、工程咨询等八个甲级资质官方网址：http://www.hupdi.com/简历投递：http://www.hupdi.com/DocHtml/1/Article_20225231259.html招聘条件：校招：1、全日制本科及以上学历，给排水工程、环境工程、市政工程成相关专业；2、985院校或双一流院校学科毕业者优先。社招：1、全日制本科及以上学历，绘排水工程、市政工程成相关专业；2、985院校或双一流院校学科毕业者优先；3、具有3年及以上甲级设计院工作经验，担任过市政给排水或水环境治理相关项目负责人；4、具有给排水厂(站)项目、水环境项目设计经验优先；5、具有建立排水防流、水质等数学模型经验优先。用工形式：录用的具有注册执业资格（建筑、结构、公用设备）人员直接与我院签订劳动合同。其他录用人员第一年与我院合作的劳务派遣公司签订劳动合同，一年期结束后，经考评优秀者，可与我院签订劳动合同。安徽省招标集团非设计岗！董事长好有气质企业性质：私企参保人数：534人官方网址：http://www.ah-inter.com/index.htm简历投递：智联招聘招聘条件：​ 校招：统一筛选。补充：待遇不错，在安徽省口碑很好，竞争力很大，今年秋招很多985硕以及国外硕，招标师需要经常出差。安徽省城乡规划设计研究院企业性质：国企转制参保人数：257人专业资质：市政设计甲级官方网址：http://www.ahghy.com简历投递：http://www.ahghy.com/news-9/87.html招聘条件：2022年没有秋招补充说明：市政给排水进去加班也多，但是薪水也高，整体评价不错。安徽省城建设计研究总院很多师兄师姐和同学在里面待过，不把人当人看，为了高层利益会疯狂压榨设计人员。总结：狗都不进！安徽省交通规划设计研究总院这个设计院好像加班多的一批，而且一周上六天班！！！能接受的去，不要忘了，工作是为了生活！！！某乎上关于安徽设计院的评价：苏华设设计集团曾用名：中设设计集团、江苏省交通规划设计院企业性质：上市公司参保人数：2920人专业资质：工程设计综合甲级资质官方网址：http://www.cdg.com.cn简历投递：官网链接招聘条件：​ 校招：统一筛选。启迪设计集团股份有限公司（苏州）曾用名：苏州设计研究院股份有限公司企业性质：上市公司参保人数：937人专业资质：市政工程乙级、建筑行业（建筑工程、人防工程）甲级官方网址：http://www.siad-c.com/default.aspx简历投递：前程无忧招聘条件：​ 校招：统一筛选。浙中国联合工程有限公司上面几张图就能说明有多牛了吧~曾用名：机械工业第二设计研究院企业性质：中央企业参保人数：2453人专业资质：工程设计综合甲级资质官方网址：http://www.chinacuc.com/简历投递：官网链接招聘条件：​ 校招：统一筛选。杭州市城乡建设设计院股份有限公司企业性质：国企转制参保人数：572人专业资质：燃气、道路、给水、排水、桥隧、建筑工程六项甲级设计官方网址：http://www.tcgc.ltd/Home/Index/index.html简历投递：官网链接招聘条件：​ 校招：统一筛选。同创工程设计有限公司（绍兴）曾用名：绍兴市市政设计院有限公司企业性质：私企参保人数：473人专业资质：市政公用行业（给水、排水）乙级资质官方网址：http://www.hzscxsj.com/index.aspx简历投递：官网链接招聘条件：​ 校招：统一筛选。浙江工程设计有限公司曾用名：巨化集团公司规划设计院企业性质：国资控股参保人数： 220人专业资质：化工类设计院，主要做化工建筑给排水官方网址：没找到？简历投递：前程无忧招聘条件：​ 校招：统一筛选。
前记当年我高考完，完全被超常发挥的成绩冲昏了头脑（人生的第一个转折点 —— 高三），专业都是自己随便选的。在我读大学前，我从来没有听过“给排水”这个专有名词。这七年里，我与我的本硕同学每次聊起来这个话题，发现大家都是出奇地一致，要么就是服从调剂读了给排水，要么就是随便瞎选的，总之没有一个人是经过自己慎重考虑或者是家里人推荐学了给排水。在进行专业介绍前，上面给大家分享了我当时选择这个专业的经历，其实我就是想告诉大家，选择真的很重要。我们90后所处的这个时代，已经不同于70后、80后，他们20多岁的时候，国家正是百废待兴，万物生机勃勃的样子，在那个时候，是努力大于选择的，因为所有的方向都是需求量很大，无论你选择哪条路，只要好好干，都能干出来一番事业。如果你的家庭能为你提供一个很好的平台，或者很宽阔的视野，那我劝你一定要多听听前辈的意见或者建议。对于像我一样出身十八线小县城阶级的普通人来说，很多事很多选择都要自己摸着石头过河，一旦方向选错了，付出的很多努力都会是徒劳的。但是，请你也不要因此自暴自弃，送给你一句我高一班主任写在黑板上的话——出家如初，成佛有余。废话说多了，下面正式开始~专业介绍给排水科学与工程，用一句话介绍就是水的社会循环工程，所谓社会循环，不同于水利工程那种大坝类似设施，参与水的自然循环。水的社会循环，是指“自然界水源→取水工程→给水厂（净水工程）→给水管网→建筑给水（消防）→生活/工业/生产用水→建筑排水→污（雨）水管网→污水厂（污水处理工程）→自然界水源”的一个循环过程。市政工程是给排水科学与工程对应研究生专业的名称。在实际工程上，市政工程包含很多内容，涉及城市公共服务的很多工程都被称为市政工程，即使是在学校的专业划分上，市政工程也有很多分支，例如有些学桥梁或者道路专业的也叫市政工程。市政工程属于土木工程的二级学科。注意这句话我进行了加粗，说明它很重要，给排水这个专业，与土木息息相关。B站Up主大猛子凭借永不跑路涨粉近百万很奇怪的是，因为给排水的主体对象是水，而水、大气、土壤等自然资源又属于环境（科学）工程的研究内容，所以说给排水的学习/研究内容又有一分部是和环境工程专业相重合的。这也就造成了很多学校在给给排水专业划分院系的时候，有些学校会把给排水专业放在土木院下面，而有些学校则会划分到环境院下面。环境工程属于“四大天坑”之一，而土木工程又是现在新兴的“牛马专业”，所以天坑+牛马=给排水。这个时候，可能你会觉得那给排水岂不是更不行了，这肯定找不到工作啊。恰恰相反，给排水专业生于“天坑+牛马”，但是却逆天改命，不是天坑也不是牛马，相比之下，至少在现在2022年，给排水这个专业要比环境与土木都好就业。虽然专业小，但是贵在小而精。原因其实也很简单，环境工程之所以成为了“天坑”专业，可能的原因之一就是因为学的东西太多了，水、气、土，而这些专业细分下去其实都有自己所对应的专业与领域。而牛马专业土木工程就不用多说了，现在这个年代里，学了只能上工地。因此相比之下，给排水这个小众专业，虽然比不上互联网、自动化等一系列热门专业，但是也比一些“天坑”、“牛马”好很多。总结一句话：比上不足，比下有余。注意，上面说的好仅限于找工作方面，如果想考公务员，给排水科学与工程或者市政工程反而不如环境工程和土木工程，正是因为专业小，覆盖的范围也就集中在一小块，因此公务员考试对应的岗位就特别少。上面所说的专业介绍，算是给大家客观地阐述一下我入坑七年以来的所见所闻，站在我所理解的角度，学了给排水不用过分悲观，虽然求不得大富大贵，但是只要你好好学，努力干，也可以让自己过上一个满足基本温饱且小有富足的生活。职业发展给排水的主要就业方向有四个：设计、施工、环保、水务公司等。对于男生来讲，如果死磕给排水这条路，最稳妥的还是读硕士，然后进设计院，进了设计院就是一眼望到头儿的生活，慢慢熬资历评职称。这个行业天花板很低，在你决定把一辈子都奉献给这个专业之前，请确定自己做好了充足的思考。下面就以这四个方向来具体讲下就业情况。设计设计院是一个很离谱的单位，工资低，门槛高，这也说明现在这个行业现在是供远远大于求的。一位在设计院工作了17年的大佬劝退设计院行业大佬指明的道路设计院为什么不行了？二十年前或者是十年前，要是说起来在设计院工作，那绝对是非常体面的一份工作。但是现在时代变了，国企设计院都改制转企，大量小型设计院如雨后春笋一个接一个，说到这里，都已经改制转企了，不明白为啥名字都还要叫啥啥啥设计院有限公司，非要把自己的名字搞得那么高大上，就应该叫#####制图公司。很多私企设计院或者一些设计院的分公司，名字听起来是一个设计院，但是实际上就是在某个写字楼租了一个办公室，正式员工三五个人，然后靠着关系能搞来一些项目，再去压榨几个韭菜干一些很没有技术含量，学不到什么东西，完全就是重复性劳动的所谓的“工程设计”。教大家如何辨别这些分公司或者是很小的私人设计院，登录企查查官网，输入企业全称然后搜索，如果参保人数个位数或者是十几个，那么就要小心了，即使对方HR跟你吹的再厉害也要小心为妙，应届生的身份一旦丢了就很可惜。职业规划首先来讲，选择设计院，就一定要做好加班的准备，没有不加班的设计院。关于加班的话，我个人觉得，要么给钱多，要么是能学到东西，否择长期都是无意义的修图改图加班我觉得没有任何意义。工作是为了生活，所以，不要为了工作而去牺牲生活。还有一点，不要在年轻的时候拿命换钱，老了再拿钱换命。我可以接受加班，前提是在我身体可以承受的范围之内，并且可以得到我应得的回报。第二，既然选择了设计院这条路，考证一定要当作自己职业规划里重要的一步，也就是注册设备工程师（给水排水），最好在本科刚毕业或者硕士期间就把基础考试过了，越往后拖越难，关于基础考试备考相关的内容，可以参考「注册给排水」备考指南、注册给排水【基础】备考。设计院分类设计岗的话主要就是设计院，包括一些市政设计院（市政给排水）、建筑设计院（建筑给排水）、工业设计院（工业建筑给排水或工业水处理相关）。首先要跟大家提个醒，建筑设计院的给排水现在最好不要去了，除非是顶级建筑设计院，别的一律pass。原因如下：建筑设计院的发展肯定是跟着房地产的发展而发展的，国内地产行业的黄金时代已经终结，这两年地产公司一个接一个倒台之后，建筑设计院也很多一个个接连暴雷。而建筑给排水设计，在建筑里本来就是属于配合专业，属于比较小的方向，本来就拿不到什么钱，更别说在地产行业不景气的时候了。所以，我的第一条建议就是：不要去建筑设计院，除非顶级的。接下来就是最专业对口的市政设计院，这里所说的市政设计院，并不一定是非要是名字就叫做#####市政设计研究院，也可以是一些规划院、交通院之类的，但是你所面试的岗位是市政给排水设计。这里还有点需要注意，名字叫做#####市政设计研究院才是最专业对口的，例如八大院1，在行业内的名气都是响当当的，接手的都是国内外一流项目，如果可以进入到这种院内，绝对是可以学到东西的，而且会有一个可观的收入。当然，现在想进入这些设计院，基本都要是211硕士起步，注意，是起步。除了八大院，一些不错的地方省院或者是规划院都是可以的，例如安徽这边的安徽省城乡规划设计研究院。最后说的是一些工业设计院，这个工业设计院包含很多板块，有铁路院、电力院、石油院、化工院等几大类，这种设计院对比之下一般都是处于垄断地位，因此收入也相当可以，例如宇宙第一设计院——中铁第四勘察设计院，这种院的话，市政专业进去之后一般都是配合专业，肯定会有稳定的业务，也不怕丢饭碗，但是相比专业对口的市政院，在这种院里面只能“打打杂”，职业发展可能比较有限，接触不到本专业为主的大工程。施工施工，狗都不干。我是2020年本科毕业的，本科是安徽理工大学，在双非里也不算太差。在我刚读大四的时候，也就是2019年的9月份，秋招刚刚开始，我们一个专业两个班级的男生基本上都已经签了工作，全是一系列中字头儿2的国企施工单位。那个时候都说大学毕业不好找工作，但是这些中字头儿国企，基本都是看了你的简历，性别男，就可以签了。更有甚者，为了留住一个男生，本来不招女生的施工单位，可以破例收个女生。就有这么离谱。什么四六级，什么挂科不挂科的，什么985、211还是大专，进了中字头儿施工，众生平等，你我皆牛马。安理大的给排水专业开设年份比较短，我们算是第二届毕业生，所以就业上并没有太多的学长学姐可以为我们提供经验。当时大家都是不懂，而那些中字头儿施工单位一般都是张嘴就来我们国企、世界500强、项目遍布全球等等等之类的话，大家那个时候都觉得自己未来可期。先来说说我身边玩儿的好的朋友吧，我们一共8个人，我一个读了研，剩余7个全进了施工单位，不到两年的时间，一个跑路去了家里有关系的设计院，一个考了老家的事业编，一个去杭州干了广告传媒之类的，一个干了几个月又回去考研，剩余三个虽然还在工地，但是问起来大家都是在准备跑路，只是时间早晚的问题。工地为何留不住人？每当和父辈或者年纪稍微大点的人聊起来这个话题，他们的第一印象就是现在的小孩娇生惯养，不能吃苦。不得不说，确实有一部分是这样的情况，但是我身边的朋友，我还是很了解他们的性格的，有好几个都是可以的，并不是那种不能吃苦受罪的。最主要的原因，我觉得还是以下几个方面：孤独寂寞：工地同龄人少、同龄女孩更是直接zero， 二十出头儿的年纪，正是荷尔蒙泛滥，没有女朋友的可能都忘记这个地球上还有一种叫做女孩的生物，有女朋友的也是整天望梅止渴，望着望着还可能变成别人的女朋友了；工地style并不是每个人都能接受的：工地style是什么，这里不方便具体说，喝酒、PC之类的并不是每一个当代年轻人都能接受的，我身边有个朋友，就是因为不喜欢喝酒，也确实不能喝酒，但是工地上基本三天两头儿就有局，他最后实在是接受不了，融入不了那个大环境，就选择了离职。吃拿卡要至于薪资方面的，我觉得我身边朋友还在工地的，工资都还蛮高的，一个月到手一万多，但是基本上除了春节都是全年无休，你觉得你能接受吗？别忘了开头说的那句话，工作是为了生活。当然，进入中字头儿单位也不是完全只有施工一条路可以走，也可以有别的选择。一个同学的同学，家里有关系，毕业后在工地上干了两年，然后直接进入中铁N局机关内部，负责管理党建事务，一天工作六小时，一周上班五天。还有一个我的大学室友，毕业也是进了工地，喜欢钓鱼，项目经理也喜欢钓鱼，一来二去混熟了，项目经理把他推荐给华东分公司总部的总经理当秘书兼司机，周末节假日一天不差，小日子也是舒服的很。总结起来，中字头儿公司想去的话，要么有人，要么就脑子灵光点等个机会，但是这个机会能不能等到是一回事，等到了你能不能抓得住又是一回事。环保环保公司的话我个人了解不多，有做环保设备的，有做工艺研发的，很多也很杂，但是相比之下，环保加班肯定是比较少的，日子肯定要比在设计院舒服。我最近面试也找了几家环保公司，当问到加班问题的时候，大部分都能直接保证说一个月也加班不到几次，但是设计院的话一般都会直接问你能不能接受加班。水务公司相比之下，水务公司是最容易躺平的一个方向了，非常适合女孩子去，虽然工资不高，但是一般工作都比较清闲，如果是负责水厂运营之类的，那就更舒服了，上班也就是摸摸鱼。而且水务公司一般都是国企，待遇都相当不错。 中国市政工程华北设计研究院、中国市政工程中南设计研究院、中国市政工程西南设计研究院、中国市政工程西北设计研究院、中国市政工程东北设计研究院、北京市市政工程设计研究院、上海市政工程设计研究院、天津市市政工程设计研究院； ↩ 中铁、中铁建、中建、中交、中电建。 ↩
雨量分析与暴雨强度公式★★★七个计算核心参数：降雨量降雨面积和汇水面积径流量及径流系数集水时间（地面集水时间$t_1$和管道流行时间$t_2$）降雨历时t暴雨强度降雨频率和重现期降雨面积与汇水面积：降雨面积降雨所笼罩的面积，汇水面积指雨水管渠汇集雨水的面积。降雨面积>汇水面积。暴雨强度：$$ i=\frac{H}{t}(mm/min) $$在工程上，显然$mm/min$的单位使用起来十分不方便，因此对单位进行了转化：$$ \frac{mm}{min}=\frac{10^{-3}m}{60s}=\frac{10^{-3}m^3}{60s×m^2}=\frac{10^{-3}m^3}{60s×10^{-4}×hm^2}=\frac{10^{-3}×10^3L}{60s×10^{-4}×hm^2}=\frac{10^4}{60}=167[L/(s\cdot hm^2)] $$由此就诞生了第二个用来代替$i$的参数：$q=167i$，注意计算时提供的是哪一个。雨水管渠设计流量的确定★★★极限强度理论计算公式：$$ Q_s=\varPsi qF $$由上图可以看出，在降雨刚开始的时候，q（暴雨强度）一直在下降，F（汇水面积）一直在上升。极限强度认为F增大的影响远远大于q减小的影响，所以在此过程中雨水流量Q是在一直增大的。在降雨历时=集水时间（最远点面积雨水刚刚到达设计断面的时间）之后，汇水面积达到最大，已经不在增加，这个时候之后的Q将随着q的减小而减小，所以此时之后，雨水流量也在一直减小。由此我们可以得出一个结论：在降雨历时等于集水时间时，雨水流量达到最大！上述公式成立的条件其实就有一个假设：汇水面积随雨水集流时间增长而增大的速度为常数。由上面的理解方式，其实存在一个BUG：左侧为正常区域，右侧为异常区域。异常区域对应的降水过程线当汇水面积随着降雨历时的增加并不是均匀增加的，例如图中$F_3$区域的面积十分小，但是为了等待这一区域的雨水完成汇集我们也需要等待一段时间，结果就是：在我们等待$F_3$集水的时候，$F_1$与$F_2$区域所汇集的雨水的最大流量“已经走了”，而不是等着$F_3$区域的雨水来了“大家一起走”。这个时候右图的雨水计算流量其实要小于左图的雨水计算流量。这个时候就需要采用特殊面积法来计算了。两种计算方法：面积法、流量法。面积法计算时直接把所有汇水面积相加，雨强按汇水时间最远点来考虑（不要理想的认为哪一汇水区域距离最远其汇水时间就最长）。流量叠加法计算时就是使用上游管段传输流量加上本管段产生的流量之和。两种计算方法的对比面积法简单粗暴，适用于初步规划时；流量叠加法更加精细，适用于进行施工图设计计算时。折减系数$m$存在的意义：雨水在管渠中流动的时候，其实并不是每时每刻都保持满流状态的，而我们计算的流速确实满流时的流速，所以雨水在管渠中的实际流速要小于计算流速，那么实际流行时间其实是要比我们的计算值大的，这个时候我们可以采用乘上一个折减系数来是使得时间更加准确。但是折减系数现几年又逐渐开始取消使用，原因是为了扩大雨水管网的安全能力，虽然各管段的最大流量不可能同时发生，但是折减系数的取消，使得计算流量增大，相应设计管段的管径也就增大，这样管渠安全性更高。特殊汇水面积流量的计算：特点：汇水面积随雨水集流时间增长而增大的速度是非均匀的；管道的最大流量可能不是发生在全部面积参与径流时，而发生在部分面积参与径流时。分类：汇水面积地形坡度变化较大；汇水面积各部分径流系数有显著差异；当汇水面积的轮廓形状很不规则，即汇水面积呈畸形增大（包括几个相距较远的独立区域雨水的交汇）。雨水管渠系统的设计与计算★★★干管布置：地形坡度变化较大的时候，雨水干管宜布置在地形较低处或溪谷线上；当地形平坦时，雨水干管宜布置在排水流域的中间，以便支管接入，尽可能扩大重力流排除雨水的范围。出口布置：当管道排入池塘或小河时，宜采用分散式出水口的管道布置形式，且就近排放，管线较短，管径也较小；当河流的水位变化很大，雨水管道出口标高与常水位相差较大时，出水口的构造比较复杂，造价较高，这就不宜采用过多的出水口，而宜采用集中式出水口；当地形平坦，且地面平均标高低于河流常年水位时，需将雨水管道出口适当集中，在出水口前设雨水泵站，宜在泵站前设调节池，节省泵站的造价和运行费用。当河流水位低于地面时当河流水位高于地面时道路交叉口雨水口设置原则：只出不进。道路交叉口雨水口设置原则有雨水流向道路交叉口的时候，必须在进入交叉口之前设置雨水口进行截留；而雨水从道路交叉口流出的时候，则不需要设置。
考试介绍注册给排水的全称是注册公用设备工程师（给水排水），该证书是给排水专业业内目前最有价值的一个证书。据说现在这个证书一年挂靠费用在11\~15万之间，之所以价格这么高，当然也是因为“物以稀为贵”。大学毕业的那个暑假，闲着无聊利用Python写了个爬虫，在某政府网站上爬取了全国注册给排水人员名单：Registered-Engineer-Spider，目前中国共有在职注册人员15076名，而国内近几年来，经济发展迅速，对环保督察的力度也越来越大，个人猜测因为产生了“求”远远大于“供”的现象，价格居高也是正常现象。爬虫数据其实我本来是没打算考的，因为考研刚刚结束，还打算好好放松下。但是后来经不住文老师的“诱惑”，一直讲我们刚刚毕业，这个时候大学学的东西都还记得，是参加这个基础考试的最佳时间。后来在复习的过程中，确实证明文老师的话一点都不错。注册基础考试的科目分为公共基础和专业基础。公共基础（120题，每题1分，共120分）：数学（24题）物理学（12题）化学（12题）理论力学（13题）材料力学（15题）流体力学（12题）计算机应用基础（10题）电子电工技术（12题）工程经济（10题）专业基础（60题，每题2分，共120分）：水文学与水文地质（12题）水处理微生物学（10题）水力学（8题）水泵及水泵站（12题）水分析化学（10题）工程测量（5题）职业法规（3题）猛地一看似乎很害怕，这么多科目。但是不要担心，这种考试广度虽大，却没什么深度，考试时候的题基本就是一个公式就能出来，很多题甚至口算就可得到答案。我是考研结束，也就是毕业当年参加的注册给排水基础考试。这个时间点我觉得是参加基础考试的最佳时间，特别是如果你还参加了考研的话，因为其中考的科目很大一部分都是你本科所学课程。备考书籍备考书籍我使用的如下（大部分人使用的都是这一套）：这一套书正版的还是挺贵的，地主家的儿子当然可以不用考虑这个问题。如果你想省点钱，可以去闲鱼看看二手书或者盗版，盗版的价格在45\~60之间。不建议买往年的二手书甚至是很多年前的，因为注册考试的考点有些年份多多少少会有点变化。能把这套书上的例题和真题过一遍100%能考过。备考指南首先上成绩单：成绩查询我的基础考试成绩很低，考试的时候图错了答题卡（这个问题我最后会说下），正常的话刚毕业的学生去参加考试一般都是基础考试（上）的成绩要好一点。我是在暑假的八月份开始的备考的，数学、流体力学、泵与泵站这几门都是我考研时候就学过了，所以就没看，这种考试的难度和考研比都是辣鸡。然后法律法规、工程经济、职业法规我就直接放弃了。本来计划打算剩下的科目全部认认真真看一遍，结果材料力学太难了，后面看起来挺费劲，就也放弃了。这样算下来，其实没剩多少科目了，而且我的备考时间不算太晚，所以复习起来压力也不太大。首先一点就是一定尽量不要把复习的时间往后拖，总有人会想就是九月份才开学，开学后还有将近两个月的时间，不急。但是其实读研开学后你的事情还是挺多的，你很难专门抽出时间来看注册。所以我的建议是暑假开学前就把注册考试拿下，最起码要拿下一个大头，然后剩下的利用开学后的星期天和国庆节好好复习。还有一个需要注意的是，注册考试的报名时间是在八月份左右，具体时间大家可以关注各地的人事考试网。上午考的基础科目《物理学》、《化学》基本都是高中学的知识，你只需要再把他们捡起来就行了，如果实在感觉有难度的地方也可以再去看下视频课程学习下，尽量不要每节课都看视频，因为很浪费时间，并且考试的难度并没有你想象的那么大。注册考试的难度甚至不如大学课本的课后习题，基本都是一个公式带进去就出来结果了，有很多甚至不需要动笔，直接口算就行。所以说这就要求你复习的时候一定要有所把握——不要追求深度，而要把握广度。报考网址报名网址：http://zg.cpta.com.cn/examfront/register/login.jsp，报名时间是在8月中旬左右，一定要提前留意，因为报名只能在规定时间内完成，超过截至时间就无效了。考生承诺书报考须知照片处理工具下载：http://www.cpta.com.cn/upload/file/202006/1f31af21-ab4e-4d48-a004-3ae485e08f6c.rar，网上报名的时候，需要有一个一寸照片的电子文件，没有的话可以找个白色背景墙用自己手机拍下，然后PS处理下。PS处理后还要使用人事考试网专用的照片处理工具对照片进行处理，只有经过这个软件处理的照片才能在网站上进行上传！准考证打印网址：http://zg.cpta.com.cn/examfront/admissionNoLogin!selectexam.action，准考证我记得是在过完国庆节打印的，可以打印两三份，防止意外丢失。成绩查询网址：http://zgcjcx.cpta.com.cn/examfront/bscore!initializeCX.action，2020年的成绩是在2020年的最后一天公布的，每年的时间会不一样，但是相差不大。成绩合格的标准是132分，还是挺容易的，只要能保证一半的题全会做，剩下的随便图一下，以四分之一的几率也能过了吧？2020成绩公布时间一个坑注册考试的时候，答题卡是会变的！有的人的答题卡是横着图，有的人的是竖着图，有的人上午和下午的一样，有的人上午和下午都不一样！一定要注意！我也是考完了才发现！千万不要因为一时大意因为涂错答题卡而没通过考试！
设计资料调研与方案确定★略。设计流量的确定★★★排水管渠断面尺寸应按远期规划的最高日最高时设计流量设计，按现状水量复核（防止淤积），并考虑城市远景发展的需要。关于污水定额的两个概念：居民生活污水定额：居民每人每天日常生活中洗涤、冲厕、洗澡等产生的污水量（L/(人·天)）；不包括居民在公共建筑和公用设施中的用水。综合生活污水定额：指居民生活污水和公共服务（包括娱乐场所、宾馆、浴室、商业网点、学校和办公楼等地方）产生的污水两部分的总和（L/(人·天)）（排水工程中污水定额一般以平均日计算）变化系数：管道收集的平均流量越大，总变化系数越小，即只要管道平均流量发生变化，总变化系数也发生变化，越到下游$K_z$越小。$$ K_z = K_d × K_h = \frac{最大日污水量}{平均日污水量} × \frac{最大日最大时污水量}{最大日平均时污水量} = \frac{最大日最大时污水量}{平均日平均时污水量} \approx \frac{2.7}{Q_p^{0.11}} $$变化系数最小只考虑到每小时的变化情况，即默认每小时内时均匀流动的。注意：生产废水流量日变化较小，日变化系数可取1，即总变化系数=时变化系数。3.1.3 综合生活污水量总变化系数可根据当地实际综合生活污水量变化资料确定。无测定资料时，可按表3.1.3的规定取值。新建分流制排水系统的地区，宜提高综合生活污水量总变化系数；既有地区可结合城区和排水系统改建工程，提高综合生活污水量总变化系数。为有效控制降雨初期的雨水污染，针对新建分流制地区，应根据排水总体规划，参照国外先进和有效的标准，宜适当提高综合生活污水总变化系数。半分流制排水系统可以对初期雨水进行截留污水管渠系统的水力计算★★★满流复核管道排水能力：计算污水管道充满度时，不包括短时突然增加的污水量，但当管径$≤300mm$时，应按满流复核。管道的设计流速：$$ V_{最小设计流速}≤V_{设计流速}≤V_{最大设计流速} $$最小设计流速用来防止管道内产生淤积，最大设计流速用来防止管道发生冲刷。曼宁公式：$$ V=C× \sqrt{R×I}= \frac{1}{n}×R^{\frac{1}{6}}× \sqrt{R×I} = \frac{1}{n}×R^{\frac{2}{3}}×I^{\frac{1}{2}} $$公式推论：前提条件假如：管径越大假如：管径越小充满度相同水力半径R越大水力半径R越小流速和充满度相同坡度越小坡度越大坡度和充满度相同流速越大流速越小同一污水管道，流量最大的时候并非流速也是最大；同一污水管道，半满状态（$\frac{h}{D}=0.5$）和全满状态（$\frac{h}{D}=1$）时流速相同（因为水力半径相同），但是后者流量为前者的二倍。污水管渠的设计★★★地形是影响管渠定线最重要的因素。大流量点的接入：为增大上游干管的直径，减小敷设坡度，通常将产生大流量污水的工厂或公共建筑物的污水排出口接入污水干管起端，以减少整个管道系统的埋深（流量大就意味着可以选择管径更大的管道，意味着可以选择更小的管道坡度）。污水管道控制点：管道起点（离出口最远的点）；埋深较大的工厂排出口；低洼地区的管道起点。道路管线综合布局：从道路红线向道路中心线方向平行布置的次序宜为：电力→通信→给配→燃配→热力→燃输→给输→再生水→污水→雨水→道路中心线《城市工程管线综合规划规范 GB50289-2016》4.1.3自地表面向下的排列顺序宜为：通信→电力→燃气→热力→给水→再生水→雨水→污水《城市工程管线综合规划规范 GB50289-2016》4.1.124.13.4 再生水管道与生活给水管道、合流管道和污水管道相交时，应敷设在生活给水管道下面，宜敷设在合流管道和污水管道的上面。（注意无雨水管道）再综合管廊的设计中可以将给水和污水纳入其中，但是雨水管道管径较大，一般不考虑。
概述★★★三大考试规范：《污水排入城市下水道水质标准》GB/T 31962-2015；《污水综合排放标准》GB18466-2005；《城镇污水处理厂污染物排放标准》GB 18918-2002。排水工程的利益驱动：污水管网——环境保护需求；雨水管网——防洪排涝。污水分类：生活污水（人类直接产生）；工业废水（机器或生产过程中产生，工厂内工人沐浴废水属于生活污水）；降水（一般指液态降水，初期雨水宜1进行处理，后期可直接排放）。4.1.6 工业区内经常受有害物质污染扬地的雨水，应经预处理达到相应标准后才能排入排水管渠。工业废水中包括生产废水（轻度污染，或者没有污染，例如冷却水）和生产污水（受到较严重污染的废水），二者有所不同。一个注意点：冲洗街道和消防用水。性质和雨水相似，并入雨水处理中。城镇污水（urban wastewater, sewage）：综合生活污水（水质稳定）、工业废水（水质差别大）和入渗地下水的总称（在合流制排水系统中，还包括被截流的雨水）。排水体制与选择★★★一道真坑的真题正确选项：B、C、D；D选项指出污水和废水分别在“独立”的管渠系统内排出，说明不跟雨水使用同一管道，故也是分流制。排水体制图解：不使用的形式用的最多的形式分流制的两种形式半分流制环境污染：直排式合流制 > 截流式合流制 > 完全分流制 ＞ 半分流制1.0.4 排水体制(分流制或合流制)的选择，应符合下列规定：根据城镇的总体规划，结合当地的地形特点、水文条件、水体状况、气候特征、原有排水设施、污水处理程度和处理后出水利用等综合考虑后确定。同一城镇的不同地区可采用不同的排水体制。除降雨量少（年均降雨量小于300mm）的干旱地区外，新建地区的排水系统应采用分流制。现有合流制排水系统，应按城镇排水规划的要求，实施雨污分流改造。暂时不具备雨污分流条件的地区，应采取截流、调蓄和处理相结合的措施，提高截流倍数，加强降雨初期的污染防治。排水系统的组成★★★城市污水处理厂的卫生防护距离的确定：4.4.4 污水处理厂 应设置卫生防护用地，新建污水处理厂卫生防护距离，在没有进行建设项目环境影响评价前，根据污水处理厂的规模，可按表4.4.4控制。卫生防护距离内宜种植高大乔木，不得安排住宅、学校、医院等敏感性用途的建设用地。（《城市排水工程规划规范 GB50318-2017》）在进行环评后，需要按照环评的距离来确定。再生水设计规范：《城镇污水再生利用工程设计规范 GB50335-2016》污水收集系统：第6节再生水厂：第4、 5节再生水的输配系编：第6节再生水的管理系统：第7节水资源优化配置的顺序：本地天然水、再生水、雨水、境外引水、淡化海水。（3.0.2）由此可以说明，虽然再生水的利用空间大，但是处理成本其实上是比较高的，当一个城市水源充足的时候，还是不会把它作为第一来考虑的。再生水又称为第二水源，因为雨水在水质、水量上都存在不稳定因素，因此把雨水放在再生水之后考虑。海水淡化由于成本特别高，所以放在最后一位。工业废水排放原则关于工业污染物监测点的设定：第一类污染物：指总汞、烷基汞、总铬、总镉、六价铬、总砷、总铅、总镍、苯并(a)芘、总铍、总银、总a放射性和总β放射性等毒性大、影响长远的13种有毒物质。第二类污染物：pH值、色度、悬浮物、BOD5、 COD、石油类56种等。车间门口蓝色点为第一类污染物的监测点，厂区门口绿色点为第二类污染物的监测点。送命题：某化工厂拟将生产废水排入城镇排水系统，废水中不应含有易挥发性有毒物质。×（可以有毒物质，只要浓度不超标问题就不大。）城镇排水系统的总体布置形式★★★正交式：仅适用于排除雨水。截留式：可应用于分流制污水、合流制、区域排水系统。正交式截留式平行式：当坡度较大（经验值大于1%）时可以采用，有效避免管道的冲刷。分区式：同一地区的地势相差较大时。（a）、（b）为平行式，（d）为分区式分散式：地势平坦的大城市。环绕式：由分散式慢慢发展为环绕式，环绕式可以将分散式中的多个污水处理厂合并为一个大型污水处理厂（污水处理厂规模越大效率越高，水质、水量变化程度小，有利于运行管理）。分散式环绕式区域排水系统★★各个城市单独排水多个城市区域排水目的：由局部单项治理发展至区域综合治理；定义：指将两个以上城镇地区的污水统一排除和处理的系统；形式：一个大的污水厂代替很多小的污水厂，组成区域干管、主千管、泵站、污水处理厂等；优点：污水厂数量少，处理设施大型化集中化，单位水量的基建和运行管理费用低；污水处理厂单位水量占地面积小，节省土地；水质、水量变化小，有利于运行管理；河流等水资源利用与污水排放的体系合理化，而且可能形成统一的水资源管理体系等。缺点：当排入大量工业废水时，有可能使污水处理发生困难；工程设施规模大，造成运行管理困难，而且一旦污水处理厂运行管理不当，对整个河流影响较大；工程设施规模大，发挥工程效益慢。注意优点的3与缺点的2并不矛盾，从水质水量变化程度上来讲是优点，从设施规模管理上来说是缺点。排水系统的规划设计★★★设计规范：《室外排水设计规范 GB50014-2006》1.0.2 本规范适用于新建、扩建和改建的城镇、工业区和居住区的永久性的室外排水工程设计。条文说明：关于村庄、集镇和临时性排水工程，由于村庄、集镇排水的条件和要求具有与城镇不同的特点；临时性排水工程的标准和要求的安全度比永久性工程为低，故不适用本规范。关于工业废水，由于已逐步制订各工业废水的设计规范，故本规范不包括工业废水的内容。应全面规划，按近期设计（污水厂按近期、管渠按远期），考虑远期发展扩建的可能性（分期实施）。工业废水只要符合标准，以集中至城镇污水处理厂处理较为经济合理。（点源治理与集中治理相结合）城镇雨水排水系统规划★略…… 我国目前尚无初期雨水“应”或“必须”做处理的相关规定； ↩
食用指南Warning / 注意本页不能兼容全部移动端设备！请尽量使用桌面版或或者大屏设备访问！GitHub链接：Data-Visualization-of-WWTPs-in-China，个人博客访问地址：亚灿网志。数据介绍：中国各地区在1961\~2014期间建立的污水处理厂的信息，具体信息包括：污水处理厂名称、地理位置、设计规模，现运行规模、处理工艺，以及建厂日期。数据来源：某政府网站公开数据。数据前期处理PDF转Excel采用Abode Acrobat即可将PDF转换为Excel文件。Excel转JSON利用Python的openpyxl和json模块完成数据的读取、转化、保存。代码：# -*- coding:utf-8 -*- # Author: Man Yacan # Email: myxc@live.cn # Website: https://www.manyacan.com # Datetime: 2020/9/6 11:10 # Software: PyCharm import json # 导入json模块 from openpyxl import load_workbook # 加载Excel处理模块 wb = load_workbook(filename='originalInfo/info.xlsx') # 打开Excel文件 worksheet = wb['sheet_01'] # 选择工作表 table_header = worksheet['1'] # 得到json数据的keys project_list = list(worksheet.rows) # 得到所有行 del project_list[0] # 去掉标题行（第一行） json_file = open('Info.json', 'a', encoding='utf-8') # 设置打开格式，防止保存后乱码 for project in project_list: # 遍历所有行 temp_dict = {} for index, cell in enumerate(project): key = table_header[index].value # 得到json数据的key值 temp_dict[key] = cell.value # 得到json数据的value json_data = json.dumps(temp_dict, ensure_ascii=False) + ',\n' # json格式化 json_file.write(json_data) # 写入json数据 json_file.close() # 关闭json文件转为json文件后的数据结构为：[ { "id": 1, "province": "北京", "city": "朝阳区", "name": "高碑店污水处理厂", "method": "活性污泥法", "startTime": "1993年12月", "capability": 100, "averageAbility": 93.02 }, .... .... .... ]注意：污水处理厂的设计能力capability和平均运行能力averageAbility的单位都是万立方米/天。数据可视化全国树状图展示 var chart_b2412d2bffbe471babdaffb4dab4b22e = echarts.init( document.getElementById('b2412d2bffbe471babdaffb4dab4b22e'), 'light', { renderer: 'canvas' }); var option_b2412d2bffbe471babdaffb4dab4b22e = { "animation": true, "animationThreshold": 2000, "animationDuration": 1000, "animationEasing": "elasticOut", "animationDelay": 1000, "animationDurationUpdate": 300, "animationEasingUpdate": "cubicOut", "animationDelayUpdate": 0, "series": [ { "type": "treemap", "name": "\u4e2d\u56fd", "data": [ { "children": [ { "name": "\u8d35\u9633\u5e02", "value": 14 }, { "name": "\u516d\u76d8\u6c34\u5e02", "value": 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charts, options, globals # 可视化处理模块 import json # 处理json文件模块 with open("originalInfo/Info.json", "r", encoding="utf-8") as f: all_info_list = json.load(f) # 将读取的json文件以list的形式传递进本程序 all_city = [item.get("province") for item in all_info_list] # 获取所有城市名 # 创建一个数组，用于保存本次数据可视化的数据 # 格式为：[('天津‘， 200)， (’河南‘, 300), ('省份名称',污水处理厂数量) ...] city_data = [] for city in set(all_city): city_data.append((city, all_city.count(city))) # 计算全国省份污水处理厂的平均数量 # average_num = sum([item[1] for item in city_data]) / len(city_data) bar = charts.Bar(init_opts=options.InitOpts( # 创建条形统计图类 width='100%', # 设置图形宽度 theme=globals.ThemeType.LIGHT, # 设置图形主题 animation_opts=options.AnimationOpts( # 设置图形动画 animation_delay=1000, animation_easing="elasticOut" ) )) # 创建一个柱形图对象并在创建时启用一个主题 bar.add_xaxis([item[0] for item in city_data]) # 给柱形图设置X列 bar.add_yaxis( "中国城镇污水处理厂", [item[1] for item in city_data], category_gap=2 # 设置图之间的分隔距离 ) # 给柱形图设置Y列 bar.set_global_opts( title_opts=options.TitleOpts(title="中国污水处理厂数据可视化", subtitle="各省份污水处理厂对比"), # 设置图名 yaxis_opts=options.AxisOpts(name="污水处理厂数量/座"), # 设置Y轴名称 xaxis_opts=options.AxisOpts( name="省份", # 设置X轴名称 axislabel_opts=options.LabelOpts( # x轴标签的设置 font_size=10, rotate=45, horizontal_align='center', margin=20 ) ), datazoom_opts=options.DataZoomOpts(orient="vertical"), # 设置缩放 toolbox_opts=options.ToolboxOpts() # 设置工具条可见 ) # 给柱形图设置标题 bar.set_series_opts( # 额外的一些设置 label_opts=options.LabelOpts(is_show=False), # 设置条状图上的数据不显示 markline_opts=options.MarkLineOpts( # 设置标记线 data=[ options.MarkLineItem(type_="min", name="最小值"), options.MarkLineItem(type_="max", name="最大值"), options.MarkLineItem(type_="average", name="平均值") ] ), ) bar.render("bar-chart.html") # 保存为html文件地图分布from pyecharts import options as opts from pyecharts.charts import Geo import json # 处理json文件模块 with open("originalInfo/Info.json", "r", encoding="utf-8") as f: all_info_list = json.load(f) # 将读取的json文件以list的形式传递进本程序 all_city = [item.get("city") for item in all_info_list] # 获取所有城市名 # 创建一个数组，用于保存本次数据可视化的数据 # 格式为：[('天津‘， 200)， (’河南‘, 300), ('省份名称',污水处理厂数量) ...] city_data = [] for city in set(all_city): city_data.append((city, all_city.count(city))) undefined_name = ['兵团', '伊犁州', '黔东南州', '北部新区', '延边州', '农垦总局', '农十师', '农六师', '黔西南州', '农八师', '农十三师', '长白山管委会', '黔南州', '克孜勒苏州', '农一师', '湘西州', '克孜勒苏州'] # 过滤删除不兼容的地名 for index, item in enumerate(city_data): if item[0] in undefined_name: del city_data[index] c = ( Geo() .add_schema(maptype="china") .add( "中国各省份污水处理厂分布", city_data, type_='effectScatter', ) .set_series_opts(label_opts=opts.LabelOpts(is_show=False)) .set_global_opts( visualmap_opts=opts.VisualMapOpts(), title_opts=opts.TitleOpts(title="中国污水处理厂数据可视化") ) .render("geo_china.html") )历年增长 var chart_43d7a348c4d148289a829d2ae8b4bf86 = echarts.init( document.getElementById('43d7a348c4d148289a829d2ae8b4bf86'), 'light', {renderer: 'canvas'}); var option_43d7a348c4d148289a829d2ae8b4bf86 = { "animation": true, "animationThreshold": 2000, "animationDuration": 1000, 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"scale": false, "nameLocation": "end", "nameGap": 15, "gridIndex": 0, "inverse": false, "offset": 0, "splitNumber": 5, "minInterval": 0, "splitLine": { "show": false, "lineStyle": { "show": true, "width": 1, "opacity": 1, "curveness": 0, "type": "solid" } } } ], "title": [ { "text": "\u4e2d\u56fd\u6c61\u6c34\u5904\u7406\u5382\u6570\u636e\u53ef\u89c6\u5316", "subtext": "\u5386\u5e74\u589e\u957f\u6570\u636e", "padding": 5, "itemGap": 10 } ], "dataZoom": { "show": true, "type": "slider", "realtime": true, "start": 20, "end": 80, "orient": "horizontal", "zoomLock": false, "bottom": "0px", "filterMode": "filter" }}; chart_43d7a348c4d148289a829d2ae8b4bf86.setOption(option_43d7a348c4d148289a829d2ae8b4bf86); window.addEventListener('resize', function(){ chart_43d7a348c4d148289a829d2ae8b4bf86.resize(); })随着我国经济实力（GDP）的增长，污水处理会越来越受到国家和人民的关注。# -*- coding:utf-8 -*- # Author: Man Yacan # Email: myxc@live.cn # Website: https://www.manyacan.com # Datetime: 2020/9/6 14:52 # Software: PyCharm from pyecharts import charts, options, globals # 可视化处理模块 import json # 处理json文件模块 import re # 导入正则处理模块 with open("originalInfo/Info.json", "r", encoding="utf-8") as f: all_info_list = json.load(f) # 将读取的json文件以list的形式传递进本程序 temp_year = [item.get("startTime") for item in all_info_list] # 获取所有时间 for index, year in enumerate(temp_year): # 处具体的时间中提取年份 temp_year[index] = re.match('\d{4}', year).group() gdp = [1232.34, 5373.35, 6020.92, 7278.5, 9098.95, 10376.15, 12174.59, 15180.39, 12174.59, 15180.39, 17179.74, 18872.87, 22005.63, 27194.53, 35673.23, 48637.45, 61339.89, 71813.63, 79715.04, 85195.51, 90564.38, 100280.14, 110863.12, 121717.42, 187318.9, 219438.47, 270092.32, 319244.61, 348517.74, 412119.26, 487940.18, 538579.95, 592963.23, 641280.57] # GDP数据 year_data = [] for year in set(temp_year): year_data.append((int(year), temp_year.count(year))) year_data.sort() # 对年份排序 # print(year_data) colors = ["#1abc9c", "#3498db", "#d68910"] # 定义一个颜色list # 不知道为啥？折线图中的x轴数据只能为字符串类型，其他类型不显示 x_data = [str(item[0]) for item in year_data] y_data = [item[1] for item in year_data] bar = charts.Bar(init_opts=options.InitOpts( # 创建条形统计图类 width='100%', # 设置图形宽度 theme=globals.ThemeType.LIGHT, # 设置图形主题 animation_opts=options.AnimationOpts( # 设置图形动画 animation_delay=1000, animation_easing="elasticOut" ) )) # 创建一个柱形图对象并在创建时启用一个主题 bar.add_xaxis(xaxis_data=x_data) # 添加X轴数据 bar.add_yaxis( series_name='污水处理厂数量/座', y_axis=y_data, color=colors[1], label_opts=options.LabelOpts(is_show=False), ) # 给柱形图设置Y列 bar.extend_axis( # 给统计图添加一个额外的列用来作为GDP的Y列 yaxis=options.AxisOpts( name="GDP（亿元）", type_="value", # axislabel_opts=options.LabelOpts(formatter="{value}亿元"), ) ) bar.set_global_opts( title_opts=options.TitleOpts(title="中国污水处理厂数据可视化", subtitle="历年增长数据"), # 设置图名 yaxis_opts=options.AxisOpts( name="污水处理厂数量/座", type_="value", name_location='center', name_rotate=90, name_gap=40, axistick_opts=options.AxisTickOpts(is_show=True), splitline_opts=options.SplitLineOpts(is_show=True), # axislabel_opts=options.LabelOpts(formatter="{value} 座"), ), # 设置Y轴名称 xaxis_opts=options.AxisOpts( name="年份", # 设置X轴名称 type_="category", name_location='center', name_gap=40, axislabel_opts=options.LabelOpts( # x轴标签的设置 font_size=10, rotate=45, horizontal_align='center', margin=20 ), axispointer_opts=options.AxisPointerOpts(is_show=True, type_="shadow") ), tooltip_opts=options.TooltipOpts( # 提示工具 is_show=True, trigger="axis", axis_pointer_type="cross" ), datazoom_opts=options.DataZoomOpts(pos_bottom='0px'), # 设置缩放 # toolbox_opts=options.ToolboxOpts() # 设置工具条可见 ) # 给柱形图设置标题 bar.set_series_opts( # 额外的一些设置 markline_opts=options.MarkLineOpts( # 设置标记线 data=[options.MarkLineItem(type_="average", name="平均值")] ), ) # 绘制GDP折线图 line = charts.Line() line.add_xaxis(xaxis_data=x_data) line.add_yaxis( series_name="历年GDP", yaxis_index=1, # 使用坐标轴的哪个Y轴 y_axis=gdp, label_opts=options.LabelOpts(is_show=False), is_smooth=True, linestyle_opts=options.LineStyleOpts( width=5, type_='dotted', color=colors[2] ), 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"value": 376, "textStyle": { "normal": { "color": "rgb(100,146,134)" } } } ], "drawOutOfBound": false, "textStyle": { "normal": { "fontFamily": "cursive" }, "emphasis": {} } } ], "legend": [ { "data": [], "selected": {}, "show": true, "padding": 5, "itemGap": 10, "itemWidth": 25, "itemHeight": 14 } ], "tooltip": { "show": true, "trigger": "item", "triggerOn": "mousemove|click", "axisPointer": { "type": "line" }, "showContent": true, "alwaysShowContent": false, "showDelay": 0, "hideDelay": 100, "textStyle": { "fontSize": 14 }, "borderWidth": 0, "padding": 5 }, "title": [ { "text": "\u4e2d\u56fd\u6c61\u6c34\u5904\u7406\u5382\u6570\u636e\u53ef\u89c6\u5316", "subtext": "\u5904\u7406\u5de5\u827a", "padding": 5, "itemGap": 10, "textStyle": { "fontSize": 23 } } ]}; chart_9385c10207eb4dd5b5907956739edc99.setOption(option_9385c10207eb4dd5b5907956739edc99);不难看出，氧化沟、SBR、A2/O是我国污水处理的主流工艺。# -*- coding:utf-8 -*- # Author: Man Yacan # Email: myxc@live.cn # Website: https://www.manyacan.com # Datetime: 2020/9/6 18:07 # Software: PyCharm import json from pyecharts import options as opts from pyecharts.charts import WordCloud with open("originalInfo/Info.json", "r", encoding="utf-8") as f: all_info_list = json.load(f) # 将读取的json文件以list的形式传递进本程序 all_method = [] for item in all_info_list: all_method.append(item['method']) method_data = [] for item in set(all_method): method_data.append((item, all_method.count(item))) # print(method_data) wordcloud = WordCloud() wordcloud.add( "", method_data, word_size_range=[20, 100], # shape='diamond', textstyle_opts=opts.TextStyleOpts(font_family="cursive"), ) wordcloud.set_global_opts( title_opts=opts.TitleOpts( title="中国污水处理厂数据可视化", title_textstyle_opts=opts.TextStyleOpts(font_size=23), subtitle="处理工艺"), # 设置图名 tooltip_opts=opts.TooltipOpts(is_show=True) ) wordcloud.render("wordcloud.html")图片浏览各省份现有污水处理厂对比历年增长数据处理工艺词云地图分布
1、了解注考一、什么是注册给排水工程师?准确来说，“注册给排水工程师”这个称呼只是简称，完整的称呼是:注册公用设备工程师（给水排水）。而注册公用设备工程师，是指取得《中华人民共和国注册公用设备工程师执业资格证书》和《中华人民共和国注册公用设备工程师执业资格注册章》，从事暖通空调、给水排水、动力(共三个方向)等专业工程设计及相关业务活动的专业技术人员。二、什么是注册给排水工程师考试?​ 2003年3月，人事部、建设部颁发了《关于印发<注册公用设备工程师执业资格制度暂行规定>、<注册公用设备工程师执业资格考试实施办法>和<注册公用设备工程师执业资格考核认定办法>的通知》(人发〔2003]24号)，国家对从事公用设备专业性工程设计活动的专业技术人员实行执业资格注册管理制度。考试工作由人事部、建设部共同负责，日常工作由全国勘察设计注册工程师管理委员会和全国勘察设计工程师公用设备专业管理委员会承担，具体考务工作委托人事部人事考试中心组织实施。注册公用设备工程师执业资格考试由基础考试和专业考试组成。需要先通过基础考试才能参加专业考试，参加基础考试和专业考试都需要具备相应的报考条件。三、参加注册公用设备工程师考试需要具备什么条件？(1)基础考试情况一： 一般情况下关于报名条件的规定，来自于官方文件《注册公用设备工程师执业资格考试实施办法》，载录如下：符合《注册公用设备工程师执业资格制度暂行规定》第十条的要求， 并具备以下条件之一者，可申请参加基础考试：取得本专业（指 用设备专业工程中的暖通空调、 动力 、 给水排水专业） 或相近专业大学本科及以上学历或学位。取得本专业或相近专业大学专科学历， 累计从事公用设备专业工程设计工作满 1 年。取得其他工科专业大学本科及以上学历或学位， 累计从事公用设备专业工程设计工作满1年。其中，本专业：给水排水工程。相近专业，环境工程。其他专业：除本专业和相近专业外的工科专业。情况二:免基础考试的情况(一般人基本都不具备该条件)截止到2002年12月31日前，符合下列条件之一者，可免基础考试，只需参加专业考试：取得本专业博士学位后，累计从事公用设备专业工程设计工作满5年:或取得相近专业博士学位后，累计从事公用设备专业工程设计工作满6年。取得本专业硕士学位后，累计从事公用设备专业工程设泣作满6年;或取得相近专业硕士学位后，累计从事公用设备专业工程设计工作满7年。取得含本专业在内的双学士学位或本专业研究生班毕业后，累计从事公用设备专业工程设计工作满7年;或取得相近专业双学士学位或研究生班毕业后，累计从事公用设备专业工程设计工作满8年。取得本专业大学本科学历或学位后，累计从事公用设备专业工程设计工作满8年(编者注:也即1994年及以前毕业的考生):或取得相近专业大学本科学历或学位后，累计从事公用设备专业工程设计工作满9年。取得本专业大学专科学历后，累计从事公用设备专业工程设计工作满9年;或取得相近专业大学专科学历后，累计从事公用设备专业工程设计工作满10年。取得共他工科专业大学本科及以上学历或学位后，累计从事公用设备专业工程设计工作满12年。取得其他工科专业大学专科学历后，累计从事公用设备专业工程设计工作满15年。取得本专业中专学历后，累计从事公用设备专业工程设计工作满25年;或取得相近专业中专学历后，累计从事公用设各专业工程设计工作满30年。(2)专业考试基础考试合格或具备基础免考资格的考生们，并具备以下条件之一者，可申请参加专业考试：取得本专业博士学位后，累计从事公用设备专业工程设训工作满2年；或取得相近专业博士学位后，累计从事公用设备专业工程设计工作满3年。取得本专业硕士学后，累计从事公用设备专业工程设计工作满3年;或取得相近专业硕士学位后，累计从事公用设备专业工程设计工作满4年。取得含本专业在内的双学士学位或本专业研究生班毕业后，累计从事公用设备专业工程设计工作满4年;或取得相近专业双学士学位或研究生班毕业后，累计从事公用设备专业工程设计工作满5年。(四)取得通过本专业教育评估的大学本科学历或学位后，累计从事公用设备专业工程设计工作满4年;或取得未通过本专业教育评估的大学本科学历或学位后，累计从事公用设备专业工程设计工作满5年;或取得相近专业大学本科学历或学位后，累计从事公用设备专业工程设计工作满6年，专业教育评估1。(五)取得本专业大学专科学历后，累计从事公用设备专业工程设计工作满6年;或取得相近专业大学专科学历后，累计从事公用设备专业工程设计工作满7年。(六)取得其他工科专业大学本科及以上学历或学位后，累计从事公用设备专业工程设计工作满8年。注意：1)不同省份对本考试条件规定的解读会有不一-样，而建设部尊重不同省份的不同解读，具体可以电话咨询本省考试院或本省历年考生，请大家慎重核对，以免影响参加考试。2)对于“通过评估的年份以何年为准”有两个解读: (1)考试年份通过了评估; (2)毕业年份通过了评估。一般按第2种情况解读，也即某考生2011年本科给排水专业毕业，学校2012年通过了评估，认为该学生不享受减1年的待遇，认为其2016年才具备参加专业考试的资格，不同省份可能有特例。3)对于研究生是市政工程，到底属不属于给排水本专业的问题，不同省份也存在分歧，北京市2017年给出答复属于本专业，如果有不认同的省份，可以咨询北京市。四、注册给排水基础考试和专业考试考试时间一般是什么时候?基础考试:2019年给排水基础考试预计时间是10月19日，共1天:时间内容时长上午公共基础课8：00 \~12：00下午专业基础课14：00 \~18：00专业考试: 2018 年给排水专业考试预计时间是10月19~20日，共2天：第一天：时间内容时长上午专业知识（上）8：00 \~11：00下午专业知识（下）14：00 \~17：00第二天：时间内容时长上午专业案例（上）8：00 \~11：00下午专业案例（下）14：00 \~17：00五、注册给排水基础考试和专业考试考试题型是什么样的?基础考试:全部为单选题，上午公共基础120题120分，下午专业基础60题120分;总分240分。基础考试往年都是上下午合计132分即通过。专业考试:给水占30%;排水占30%;建水占40%;严格按比例出题。考试题型六、注册给排水工程师历年通过率统计?基础考试肯定不难，用心准备3个月，一般都能过。专业考试相对较难，由于15年国家部门职能调整导致停考，16 年通过率有所升高，17 年跟预计一样难度较大，18年难度有所降低，预计19年难度会所有增加。历年通过率统计数据如下(非官方数据，仅供参考):历年通过率2、如何备考一、考试大纲考试大纲见：注册公用设备工程师(给水排水)执业资格考试专业考试大纲2，给排水考试大纲比较粗略，而考试考的非常细，所以本大纲对考试的指导作用有限，稍微了解即可，复习还应知识详解、规范、历年真题作为主要参考资料。二、官方考试教材秘书处教材，全称《全国勘测设计注册公用设备工程师给水排水专业执业资格考试教材》，2018年出版第五版，2019 年应该不会再出新版。第五版教材封面(封面有别第四版)如下图:参考教材注意:由于第五版教材中的《建筑给排水工程分册》与《考试规范内容》不配套，《自喷》规范19年将更新考新版规范,教材还是老的,所以同学们复习的时候该部分内容可按《规范》进行复习，考试采用的规范目录参考后续内容。秘五教材我们群共享都有，大家可以自行下载;建议大家平时多看纸质版教材，熟悉知识点在教材的位置。另外需要提示的是:老妖精培训班的学员们不需要购买官方教材，直接使用知识详解即可。三、真题解析及其他资料(1) 真题解析真题是我们复习中的指明灯，好比茫茫大海中的灯塔，它的价值毋庸置疑，但是如何用好真题却是一个需要思考的问题,回答这个问题前我们先来思考另一个问题:什么时间开始看真题最合适?这个问题涉及到你是如何安排复习计划的?有的人习惯第一遍看书时先粗略的过一-遍教材， 第二遍看书时再仔细的一页页细嚼慢咽;有的人习惯第一遍看书就细嚼慢咽。习惯无好坏，只能说哪种最适合自己，但是无论哪种复习方法，我们认为:当你细嚼慢咽看书的那个阶段，就是最适合看真题的时候。为什么呢?因为一本书可以看得无穷的细，也可以看得非常的粗，粗细最合适的度如何把握?需要一把标尺，最合适的标尺就是历年真题，历年真题自然的就传递了很多信息，譬如出题的角度、出题的风格、出题的深浅、重难点大致的分布等。以往真题一般都是采用按“年份”排版的形式，考过的朋友们可能都会发现一个问题，平时复习阶段这个按年份排版的真题几乎无用武之地，学习效果很差，所以复习一定要选择按章节或专题分类的真题集，集中强化知识和案例，最好就是按章节复习，然后配套做对应章节的空白题，然后核对解答搞清楚每个知识点。真题解析上图是老妖精注册给排水历年真题解析，全书共五册。第一册《给水工程真题解析》第二册《排水工程真题解析》第三册《建筑给排水工程真题解析》第四册《给水和排水的空白题》第五册《建筑给排水的空白题》本书按科目、分章节编排，双侧应刷，并附有每章节题量统计和答案索引，整体质量远远超过市面其他真题集，2017-2018年销量超4000+套， 口碑非常好，属于备考必备资料。(2)知识详解知识详解系列教辅是老妖精团队历经3年推出的精华之作，含众多原理图，总结图表等，全书几乎覆盖所有考试重点内容，能够极大提高复习和考试效率。本套书籍也是按科目、分章节、分专题编写，并且采用教材结合规范的形式，非常便捷，老师极力推荐，属于学员必备资料，全国大部分考试都用此书进行备考，2017-2018 年销量超5000+套。知识讲解上图是老妖精注册给排水知识详解，全书共五册。第六册《给水工程知识详解》第七册《排水工程知识详解》第八册《建筑给排热知识详解》第九册《建筑杂水及消防知识详解》第十册《案例专题详解》18版《知识详解》已经断货，19版本的《知识详解》将于19年2月份中下旬开售，后续售书请关注老妖精小程序及公众号即可。四、考试规范附件三: 2019 年全国注册公用设备工程师(给水排水)执业资格考试专业考试使用的规范、标准根据18年考试文件，考试规范一共46本，按考试题量的考察情况将规范分为3类:高频规范5本:占比90%，使用频率非常高，必须买单行本;室外给水设计规范 GB50013- 2006室外排水设计规范 GB50014- -2006 ( 2016年版)建筑给水排水设计规范 GB50015-一2003 ( 2009年版)自动喷水灭火系统设计规范 GB50084- 2017消防给水及消火栓系统技术规范 GB50974- 2014中频规范10本:占比8%，属于中频，可使用规范汇编;建筑设计防火规范 GB50016- 2014水喷雾灭火系统设计规范 GB50219- 2014汽车库、修车库、停车场设计防火规范 GB50067- 2014建筑灭火器配置设计规范 GB50140- 2005气体灭火系统设计规范 GB50370- 2005建筑中水设计规范 GB50336- 2002游泳池和水上游乐池给水排水设计规程 CJJ122- -2017民用建筑节水设计标准 GB50555-一2010管道直饮水系统技术规程 CJJ110- - 2017建筑与小区雨水控制及利用工程技术规范 GB50400- 2016污水综合排放标准 GB8978- 1996污水排入城镇下水道水质标准 GB/T31962-2015城镇污水处理厂污染物排放标准 GB18918- 2002低频规范11本:占比2%，属于低频，属于不带不放心，可使用规范汇编。工业循环水冷却设计规范 GB/T50102- 2014工业循环冷却水处理设计规范 GB50050- 2017高浊度水给水设计规范 CJJ40-2011生活饮用水卫生标准 GB5749-2006城镇污水再生利用工程设计规范 GB50335一2016城镇径流污染控制调蓄池技术规程 CECS416-2015城镇给水排水技术规范 GB50788-2012工业用水软化除盐设计规范 GB/T50109- 2014泵站设计规范 GB50265- 2010地表水环境质量标准 GB3838一2002城市污水再生利用分类 GB/T18919-2002城市污水再生利用工业用水水质 GB/T19923-2005城市污水再生利用地下水回灌水质 GB/T19772-2005城市污水再生利用绿地灌溉水质 GB/T25499-2010城市污水再生利用景观环境用水水质 GB/T18921-2002城市污水再生利用城市杂用水水质 GB/T18920-2002城市污水再生利用农田灌溉用水水质 GB20922-2007污水再生利用工程设计规范 GB50335- 2002城市排水工程规划规范 GB50318-2017城镇污水处理厂污泥泥质 GB24188-2009城镇污水处理厂污泥处置分类 GB/T23484- 2009城镇污水处理厂污泥处置混合填埋用泥质 GB/T23485-2009城镇污水处理厂污泥处置园林绿化用泥质 GB/T23486- 2009城镇污水处理厂污泥处置土地改良用泥质 GB/T24600- 2009城镇污水处理厂污泥处置单独焚烧用泥质 GB/T24602-2009城镇污水处理厂污泥处置林地用泥质 CJ/T362-2011城镇污水处理厂污泥处置制砖用泥质 GB/T25031-2010住宅建筑规范 GB50386-20053、 备考指导构建知识框架秘四教材主要分三册(第4册这里忽略)，这就是个最基本的框架，而每册又分为若干章和若干节，大部分章节都是有逻辑关系的，从书的框架，到章的框架，到节的框架，再到后面更细的小标题的框架等，层层递进。而我们在看书的过程中要始终保持对知识的层次感理解，也就是要时刻提醒自己:我现在看的这个知识点是在整个框架的哪部分?与前后的知识点有怎样的关系?就像是电脑硬盘中资料的路径一-样:你下载一个文件随便扔到-一个三四级根目录的子文件夹里的话，找的时候肯定不方便，看书也是这个道理。知识点看- -遍书后会忘记再正常不过，但如果没有框架的概念，回头捡拾遗忘的知识点会更困难一些。作为例子，下面我们对3个科目中章层面的框架做一个介绍:1)给水工程给水工程分专业的基本内容:取水系统:从水源取得符合--定质量标准和数量要求的水;水处理系统:按照用户的用水要求进行必要的水处理;输配水系统:，按照用户所需的流量和压力将水输送到用水区域，向用户供水。特殊分支:冷却水系统设计及冷却水水处理是给水的一一个特殊分支， 独立性强在了解给水工程最基本的知识后。2)排水工程排水工程分专业的基本内容:污废水收集、输送系统:收集各类污废水，并及时地将其输送到适当的地点;污废水处理及利用系统:妥善处理收集来的污(废)水至达标排放或再生利用;衍生分支:污水厂的污泥处理在了解排水工程最基本内容后。3)建筑给排水建筑给排水，我们日常生活见的最多，而秘四的章节框架也非常清晰，大家都很好理解:除第5章“小区给排水”外，其余各章间皆为并列关系。第5章其实也可放到相应的室内章节中进行讲解，当然独立出来后对于我们理解从市政层面的管网过渡到室内层面的管网帮助很大，其余六章各自独立性较强。如果说前两科注重章与章之间的关系，那建水这部分就更侧重节与节之间的关系(建筑消防-一章中消火栓和喷淋的内容其实足够独立成为一章了)，最深入的部分甚至可以延展到第七级标题!复习建议:大家在复习建水部分时，要将每章中各级标题之间的层次关系区分清楚，切不可胡子眉毛一把抓，教材目录只给到第三极标题，大家可以在看每一章前将这一章的第四级(甚至更细)的标题罗列出来，框架性就显得更强了。最后，再次强调一遍:复习要在建立了框架的基础上，再去抠细节。加强对基本概念、基本原理及工艺基本原理的理解:任何一门工科专业的知识，都是由基本概念、基本原理及工艺基本流程这“三基本”作为骨架来搭建的，如果要问什么知识是一门学科最核心的东西，答案必然是“三基本”，给排水学科自然不会例外。课本的知识大致可以分成两类:1)三基本:如设计流量的概念及其与设计规模的区别是什么(基本概念的辦析) ;混凝的原理是什么，接触絮凝的原理又是什么，两者有什么联系和区别? (基 本原理的辨析) ;无阀滤池运行的流程是什么，虹吸滤池的运行流程又是什么，两者有什么共同点和不同点? (工艺基 本流程的理解和对比)。2)具体细节、参数:如浇洒道路用水量规范规定取多少、滤池反洗的冲洗强度规范规定取多少、什么管道可以满流什么管道不可以等。复习建议:大家复习在搭建完框架的前提下，对于具体的知识要先把精力用在解决基本概念、基本原理及工艺基本流程这“三基本”上，而不要去追求太多的具体设计细节、参数等，把设计细节、参数的学习留到在理解了“三基本”后，再来学习。至于如何学习这三基本，要区分对待:靠规范(主要是规范的“术语”章节)和教材一起解决基本概念;靠教材(绝大多数情况)解决基本原理和工艺基本流程(因为规范是规定具体操作层面的书,故一般不会深入介绍基本原理和具体运行流程这些知识，当然有时条文解释会有一定的介绍，但较少)对于规范我们建议大家在第一~轮复习不用看规范，但如果一些群友觉得自己的知识框架建立和对三基本的理解已经足够扎实了,想利用这段时间仔细研读--下规范,现阶段只对大家看规范提出一点建议:重视规范中第一章和第三章的作用:第一章是总则，其中最重要的部分就是此本规范的使用范围，尤其建水规范多而杂，要是飞机库套用自喷规范、高层厂房套用高规那就闹笑话了。第二章是术语，这也是往往会被初学者忽视的一部分( 如前述，对基本概念的理解很重要) ,不管是看规范还是看秘四教材，如果遇到不理解的名词，第一-反应就是到相关规范的第二章术语中找，找不到的话再到群内请教群友。看书顺序至于先看哪门后看哪门，没有特殊要求，可以按常规的室外给水、室外排水、建筑给排水的顺序看，也可以根据自身情况先看自己不熟悉的内容。建议至少室外给水要在室外排水之前，因为室外排水中的沉淀过滤等内容涉及室外给水部分。故一般是[给一排一建]或[建一给一排]。脚注序号学校本科合格有效期首次通过评估时间1清华大学2014.5-2019.52004.52同济大学2014.5-2019.52004.53重庆大学2014.5-2019.52004.54哈尔滨工业大学2014.5-2019.52004.55西安建筑科技大学2015.5-2020.52005.66北京建筑大学2015-2020.52005.67河海大学2016.5-2021.52006.68华中科技大学2016.5-2021.52006.69湖南大学2016.5-2021.52006.610南京工业大学2017.5-2023 .52007.511兰州交通大学2017.5-2023 .52007.512广州大学2017.5-2023.52007.513安徽建筑大学2017.5-2023 .52007.514沈阳建筑大学2017.5-2023 .52007.515长安大学2018.5-2024 .52008.516桂林理工大学2018.5-2024 .52008.517武汉理工大学2018.5-2024.52008.518扬州大学2018.5-2024.52008.519山东建筑大学2018.5-2024.52008.520武汉大学2014.5-2019.52009.521苏州科技大学2014.5-2019 .52009.522吉林建筑大学2014.5-2019 .52009.523四川大学2014.5-2019 .52009.524青岛理工大学2014.5-2019.52009.525天津城建大学2014.5-2019.52009.526华东交通大学2015.5-2020.52010.527浙江工业大学2015.5-2020.52010.528昆明理工大学2016.5-2021.52011.529济南大学2018.5-2024.52012.530大原理工大学2018.5-2024.52013.531合肥工业大学2018.5-2024.52013.532南华大学2014.5-2019 .52014.533河北建筑工程学院2015.5-2020.52015.534河南城建学院2016.5-2021.52016.535盐城工学院2016.5-2021.52016.536华侨大学2016.5-2021.52016.537北京工业大学2017.5-2020 .52017.538福建工程学院2017.5-2020 .52017.539武汉科技大学2018.5-2021.52018.5注：济南大学2017 .6-2018.5 不在有效期。一、考试必备规范、教材（必带）序号名称标准号1-1室外给水设计规范GBSOOB-20061-2室外排水设计规范GB50014 —2006 ( 2016 年版）1-3泵站设计规范GB50 265—20101-4工业循环水冷却设计规范GB/ T5010 2—20141-5工业循环冷却水处理设计规范GB SOOSO—20171-6高浊度水给水设计规范C儿40 -20111-7生活饮用水卫生标准GB5749-20061-8城镇污水再生利用工程设计规范GB5033 S- 20161-9城镇径流污染控制调蓄池技术规程CECS416-20151-10城镇给水排水技术规范GB50788-20121-11建筑设计防火规范GB50016-20141-12自动喷水灭火系统设计规范GB50084-20171-13消防给水及消火栓系统技术规范GB50974 —20141-14水喷雾灭火系统设计规范GB50 219—20141-15汽车库、修车库、停车场设计防火规范GB50067 —20141-16建筑灭火器配置设计规范GB50140 —20051-17气体灭火系统设计规范GB50370 —20051-18建筑给水排水设计规范GB50015 —2003 ( 2009 年 版）1-19建筑中水设计规范GB50336-20021-20游泳池和水上游乐池给水排水设计规程CJJ122- 20081-21民用建筑节水设计标准GB50555- 20101-22管道直饮水系统技术规程CJJ110-20061-23建筑与小区雨水控制及利用工程技术规范GB50400- 2016＊指定参考复习教材：全国勘察设计注册公用设备工程师给水排水专业执业资格考试教材（第三版-2018 ) 共修编第 1、2、3 册， 第 4 册仍用 2015 年版中国建筑工业出版社 《全国勘察设计注册公用设备工程师给水排水专业考试标准规范汇编》2011 年版中国计划出版社二、复习用规范、教材序号名称标准号2-1工业用水软化除盐设计规范GB/ T5010 9—20142-2地表水环境质量标准GB3838 —20022-3污水综合排放标准GB8978 —19962-4污水排入城镇下水道水质标准GB/ T3196 2-20152-5城市污水再生利用分类GB/ T18919-20022-6城市污水再生利用工业用水水质GB / T19923-20052-7城市污水再生利用地下水回灌水质GB/ T19772-20052-8城市污水再生利用绿地灌溉水质GB/ T25499 -20102-9城市污水再生利用景观环境用水水质GB/ T18921-20022-10城市污水再生利用城市杂用水水质GB/ T18920-20022-11城市污水再生利用农田灌溉用水水质GB20922-20072-12污水再生利用工程设计规范GB50335 —20022-13城镇污水处理厂污染物排放标准GB18918 —20022-14城市排水工程规划规范GB50318 - 20172-15城镇污水处理厂污泥泥质GB24188 -20092-16城镇污水处理厂污泥处置分类GB/T 23484 -20092-17城镇污水处理厂污泥处置混合填埋用泥质GB/ T23485 -20092-18城镇污水处理厂污泥处置园林绿化用泥质GB/ T23486 -20092-19城镇污水处理厂污泥处置土地改良用泥质G B/T24600-20092-20城镇污水处理厂污泥处置单独焚烧用泥质GB/ T24602 -20092-21城镇污水处理厂污泥处置林地用泥质CB/ T362-20112-22城镇污水处理厂污泥处置制砖用泥质GB/T25031-20102-23住宅建筑规范GB50386-2005 给排水科学与工程专业评估通过学校和有效期情况统计表 ↩ 注册公用设备工程师（给水排水）执业资格考试专业考试大纲 ↩
引曝气生物滤池是20世纪80年代末在普通生物滤池的基础上，借鉴给水滤池工艺而开发的污水处理新工艺,最初应用于污水的三级处理，后发展直接用于二级处理,从单一的工艺逐渐发展成曝气生物滤池为基础的多种组合处理工艺，实现有机物的降解、硝化、反硝化，以达到去除SS、CODcr、BOD5、NH3-N、PO4-P,满足脱氮除磷的目的,已经广泛应用污水领域。1、结构特点曝气生物滤池是在生物反应器内装填高比表面积的颗粒滤料，以提供微生物膜生长的载体，并根据污水的不同流向分为下向流或上向流，污水由上向下或由下向上流过滤料层，在滤料层下部鼓风曝气，空气与污水逆向或同向接触，使污水中的有机物和填料表面生物膜通过生化反应得到去除，滤料同时起到物理过滤作用。曝气生物滤池最大的特点是集生物氧化和截留悬浮固体于一体，节省了后续二次沉淀池和污泥回流，在保证处理效果的前提下使处理工艺简化，曝气生物滤池具有容积负荷高、水力负荷大、水力停留时间短、所需基建投资少、占地面积小、处理出水水质好等特点，又由于曝气生物滤池没有污泥膨胀问题，微生物不会流失，能保持较高的生物浓度，因此日常管理简单。2、硝化和反硝化工艺流程2.1 除碳及硝化对于去除氨氮，可采用两段曝气生物滤池，两段法可在2座滤池中驯化不同功能的优势菌种，各负其责，提高生化处理效率。第一段生物滤池以去除污水中碳化有机物为主，在该滤池中，优势生长的微生物为异氧菌，沿滤池高度方向从进水端到出水端有机物浓度梯度处于递减，其降解速率也呈递减趋势，由于有机物降解速度较快，此时自氧微生物处于抑制状态。第二段生物滤池主要对污水中的氨氮进行硝化，在该段生物滤池中，由于进水中有机物浓度较低，异养微生物较少，而优势生长的微生物为自养性硝化菌，将污水中的氨硝化成硝酸盐或亚硝酸盐。在滤池硝化时，氨氮的去除一定程度上取决于有机负荷，当BOD5有机负荷高于3.0kg/m3•d时，氨氮明显受到抑制，采用曝气生物滤池同步除碳和硝化时，必须降低有机负荷。因此在采用曝气生物滤池工艺去除有机物时，首先必须根据同类污水处理出水的数据选择适当的容积负荷，并在设计时留有一定的余量，同时除碳和硝化时，必须降低有机负荷，最好控制在2kg/m3•d以下。Boller等人根据中试研究提出硝化生物滤池，滤料适宜的表面负荷为0•4gNH3-N/m2•d。典型硝化流程见图1。硝化工艺流程图2.2 反硝化典型反硝化流程前置反硝化工艺流程图3、PASF工艺特点3.1 简介生物除磷是利用污水中的积磷菌在厌氧条件下，受到压抑释放出来体内的磷酸盐，产生能量用以吸收并快速降解有机物，并转化PHB储存起来，当积磷菌进入好氧条件时，就降解体内储存的PHB产生能量，用于细胞的合成和吸收磷，形成含磷量高的污泥，随剩余污泥一起排出系统，从而达到除磷的目的。化学除磷+生物滤池流程图一般情况下，在曝气生物滤池内不存在厌氧和好氧交替的环境，所以在滤池中产生生物除磷作用相对较困难，常规的生物脱氮除磷工艺中聚磷菌、反硝化菌、硝化菌等共存于同一活性污泥系统，生物法除磷是通过污泥过量吸磷后富含磷污泥排除后进入污泥而去除，必然存在硝化菌与聚磷菌的不同泥龄之争，使除磷和硝化相互干扰；PASF脱氮除磷工艺，成功地解决了硝化菌与聚磷菌的泥龄之争、反硝化与聚磷菌厌氧释磷的矛盾等难题。PASF(Remove Phosphorous by Activitied Sludge and biofilm technology)工艺分为2个阶段，前阶段采用活性污泥法，后阶段采用生物膜法。流程图如下：PASF工艺流程图3.2 工艺反应器3.2.1 PASF前阶段前阶段与AAO工艺相似，其主要区别在于：好氧池水力停留时间较短，系统的污泥龄较短，使好氧池内达不到硝化，适合聚磷菌生长环境，除磷效果较好，由于污泥交替进入厌氧和好氧区，污泥沉降性好；由于好氧池无硝化，好氧池无内回流至缺氧池，缺氧池回流水从后段曝气生物滤池出水进行回流，经过硝化的出水回流至缺氧段。各池主要功能如下。厌氧段厌氧段主要是快速厌氧释磷，二沉池中回流污泥中残留的少量NO3-在厌氧段初期很快被反硝化完毕，伴随着水中CODCr的去除，反应器中出现厌氧释磷现象，释磷速率与水中CODCr去除率相对应，厌氧段快速吸收有机物并具有以下特点:由于进水中的有机物为积磷菌提供了呈梯度的高浓度有机物(FM值)，使有机物最大可能地被用于厌氧释磷和后续缺氧段的反硝化吸磷脱氮，提高了有机物在生物脱氮吸磷中的利用率。部分CODCr直接以厌氧产物或经缺氧呼吸的形式被去除，降低了后续好氧段需氧化的有机物量，使得该工艺比传统活性污泥法大大节省了供氧量。缺氧段反硝化积磷菌经过厌氧段充分有效地释磷并吸收快速降解有机物合成大量的PHB后进入缺氧段，同时后阶段的硝化出水回流至缺氧段，在反硝化菌的作用下，污水中的NO-3下降。好氧段进入好氧段后反应器出现好氧吸磷现象，进水中的有机物大部分被去除，由于泥龄较短，不适宜硝化细菌的生长环境，因此无NH+4的消耗，同时后段的生物滤池反应器提供了低CODCr/TKN值的进水，为保证生物滤池高效的硝化反应奠定了基础。同时好氧反应器SVI较低,污泥沉降性能较好，使后续沉淀池可承受较高的负荷。3.2.2 PASF后阶段PASF后阶段采用生物膜法，通常可采用曝气滤池处理，由于有机负荷低，为硝化提供了良好基础，二沉池出水后进入曝气生物滤池，可发挥生物滤池负荷高，占地面积小等特点，一方面可利用滤池的硝化作用，达到硝化的目的，硝化后出水部分回流至前阶段缺氧段进行反硝化，由于回流会增加二沉池水力负荷，回流比例需根据总氮要求及二沉池的表面负荷综合确定；另一方面曝气生物滤池存在过滤作用，使二沉池出水中的SS进一步降低，使出水达到或优于一级排放标准。3.3 特点PASF工艺与常规生物脱氮除磷工艺相比，其硝化、反硝化和好氧吸磷都处于较理想的反应条件下，显示出非常稳定的硝化和脱氮除磷效果。其主要特点为：采用双系统(积磷菌、反硝化菌共存于一个活性污泥系统，硝化菌为生物滤池系统)可分别控制自养硝化菌和异养菌(积磷菌和反硝化菌)的泥龄，解决了自养菌和异养菌的不同泥龄之争，有利于发挥反硝化脱氮除磷与硝化的各自优势。异养型兼性菌在理想的厌氧、缺氧、好氧交替的环境下进行反硝化和除磷，自养型专性好氧硝化菌可始终在曝气环境中进行好氧硝化，同时克服传统活性污泥丝状菌膨胀等弊端，有利于污水处理厂的运行和管理。厌氧段活性污泥快速吸附或降解并用于厌氧释磷，在缺氧状况下，聚磷菌可快速反硝化脱氮，污泥泥龄短，去除单位质量磷耗用的BOD5少，提高了易降解有机物的利用率，改善了脱氮除磷效果，同时硝化系统CODCr浓度较低，有利于提高硝化作用。充分利用活性污泥法和曝气生物滤池各自的优点，具有较高的处理效率，达到低能耗、高处理效果的目的，同时能减少占地面积，有效节约工程造价。5、结语曝气生物滤池是一种新型污水生物处理技术，与普通活性污泥法相比，具有有机负荷高、占地面积小、投资少、不会产生污泥膨胀、氧传输效率高、出水水质好等特点，采用曝气生物滤池处理工艺与常规处理工艺相结合，对有机物、SS、氮及磷的去除具有良好的效果。原文链接[1]. https://www.dowater.com/jishu/2008-12-18/3052.html[2]. 曝气生物滤池在脱氮除磷工艺中的应用[J]. 环境工程, 2004(05):27-29+3.
生长环：growth ring给水管道在长年的运行中，由于物理、化学、电化学、微生物学等作用，沿管道内壁会逐渐形成不规则的环。物理结构分析物理结构：physical structure，生长环大致可以分为三层：由内到外分别为腐蚀物质、后沉淀层、生物膜层.化学成分分析化学成分析：chemical composition，生长环灼烧失重实验：生长环的水分含量较高，一般都在1/3以上，甚至可达1/2.。X射线衍射（XRD）:生长环主要成分为针铁矿，纤铁矿及硫化亚铁.X射线电子能谱（XPS）:主要元素是铁和硫其中铁约占55.692%氧约占40.846%.微生物组成分析微生物组成：Microbial components，生长环主要微生物有：铁细菌，硫细菌、大肠杆菌。生长环形成原因管道后结垢、水质化学指标不稳定、电化学腐蚀、微生物腐蚀管道后结垢：after deposition of pipeline，由于有一些杂质以胶体或真溶液的形式进入管网中，当流速很低时，在管道内形成沉淀。后沉淀主要包括碳酸钙（镁）沉积、铁锰后沉淀、硅和铝后沉淀。水质化学指标：chemical stability of water quality，由于在水在管网输送过程中PH值，水温，离子浓度等化学指标不稳定，会引起管道腐蚀.电化学腐蚀：electrochemical erosion，输送的水是一种电解质，金属腐蚀是金属材料由于受到周围介质作用而发生状态的变化，所以管材腐蚀一般是电化学腐蚀，它主要是受溶解氧、PH值、余氯、流速的影响。微生物腐蚀：microbial erosion，微生物腐蚀常常和电化学腐蚀同时发生，微生物腐蚀主要是通过电极电势和浓度差电池发生而间接参与腐蚀作用。给水管道中引起微生物腐蚀常见微生物有铁细菌和硫细菌.生长环对水质水力影响对供水水质的影响金属元素增加、微生物指标变化、浊度的变化对通水能力的影响通水阻力系数增大、过水断面面积减小、增加水泵的扬程治理途径：solutions控制PH：Potential of hydrogen，一方面PH值对水中细菌的生长影响较大，水中大多数细菌在PH>8.0或PH<5时生长开始受到抑制.另一方面XPS分析结果表明生长环中存在Ca，Ca在水中易形成碳酸钙等微溶物构成生长环的一部分，因此可以通过控制PH值，可以在一定程度上判断出管道腐蚀及结垢趋势。改善净水工艺：improvement of water cleaning techniques，通过改善净水工艺可以有效的控制出厂水的BOD、PH值等化学指标。管道衬里：Pipe lining水泥砂浆衬里：水泥砂浆衬里靠自身的结合力和管壁支托，结构牢靠，其粗糙系数比金属管小，对管壁能起到物理性能保障外，也能起到防腐的化学性能，因水泥与金属管壁接触，形成很高的ｐＨ值。环氧树脂涂衬法：环氧树脂具有耐磨性、柔软性、紧密性，使用环氧树脂和硬化剂混合后的反应型树脂，可以形成快速、强劲、耐久的涂膜。环氧树脂的喷涂方法一次喷涂的厚度为0.5-1ｍｍ，便可满足防腐要求。使用速硬性环氧树脂涂衬后，经过2小时的养护，清洗排水后便可使管道投入运行。内衬软管法：内衬软管法来解决旧管道防腐的方法，有滑衬法、反转衬法、“袜法”及用Poly-Pig拖带聚胺脂薄膜的方法等。这些方法都能形成“管中有管”的防腐形式，防腐效果非常好，在长距离无支管的情况下特别适用，但不适合城市供水管道。化学药剂法：chimecal agent method，该方法多用于循环冷却水管道以及车间的某些生产管道，对于城市供水管道由于难以形成封闭的系统和由于水质安全的考虑，不宜用化学药剂法。清除机械刮管法：mechanical scraping method 利用钢丝绳等，用外力使其在给水管内来回拖动，适用于管径75mm--1000mm之间，刮管长度可达100--250m，但当需要断管和停水，遇有管道附件等，施工比较困难。刮管后应立即涂衬.否则更易腐蚀.水力清洗法：hydrulic method，水力清洗是用一定水压的高速水流对管道进行冲洗，其主要特点是：操作方便，简单易行，该方法适用于给水管道内壁仅有松软的积垢，可以对管道保持经常性的清洗，使之不形成坚硬的生长环.高压射流法：high pressure jerring method，用高压水泵和软管连接，通过特制的喷嘴喷射所清洗的管道。其优点是：消耗水量少，冲洗效果好所以清洗管道的口径适合中、小型管道。气压脉冲法：air-pressure impulse method，这种方法利用气水混合物不断变换压力使管道内壁附着物脱落，这是一种特别适合城市供水管道内除锈的方法。除锈是管道翻新的基础。另外，从外地成功经验看，单纯利用一种方法的效果都不太理想。故应针对管道内结垢成分进行调研后，才能找出一种行之有效的方法结束语随着人们生活水平的提高，对水质的要求也在逐步提高。因而，管道腐蚀问题，是困扰供水企业的一大难题，也是亟待解决的现实问题，解决这个问题应该把提高出厂水质与改善管道的卫生状况作为一个整体的考虑，才能有效地保障供水水质。