qg课程设计2沉砂池与初沉池.doc
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1、2015 onwards, County County-6 townships field hospital personnel expenses according to 3800 per person per year into the budget allocated annually, effectively alleviate the hospital funding shortages. Third, accelerating the information construction of township. In 2015, put on by the fiscal part,
2、self-financing part of medical institutions, build his system of Township to County 6. Four were speeding up standardization construction of rural health institutions. According to autonomous regions Government on issued XX Uighur Autonomous Regions township hospitals and village health room standar
3、dization construction implementation programme of notification (new deal do (2014) 68th,) spirit, the township hospitals according to standardization construction programme in the personnel configuration, and based facilities, and medical equipment, and service capacity four aspects specific require
4、ments, is adjustment layout, and reasonable partition, and existing personnel optimization configuration, points three years strive to all reached standardization construction requirements. Currently, 2 hospitals (Riverside Township Center Hospital in town, Torrey Town Center Hospital), 29 village c
5、linics meet the standards. Five is active in building Township health centers in satisfaction of the masses. Job requirements formulated the Township of XX County building to satisfy the crowd implementation programme, held startup, crowd-pleasing Township and in accordance with the construction of
6、evaluation index system for mapping and advance work. VI effectively enhance disease prevention and control and full implementation of a free health emergency vaccination measures vaccination rates of more than 95%.完 . And citellus undulatus 3 strains of Yersinia pestis bacteria was detected in orga
7、n and the adoption of autonomous region confirmed; completion of Hydatid disease serum check b-1000, 100 people, 200 sheep in the County slaughterhouse inspection 1-2; test salt 300 residents, iodized salt, 297, was 99%. Do a mortality surveillance work, 369 medical institutions to report the death
8、card at all levels, a mortality rate of 2.3 per thousand. To further improve the County, Township and village levels and health emergency management system, constantly enrich the health emergency response teams, enhancing standardized management, and conscientiously implement the measles epidemic pr
9、eparedness and response measures, continue to plague prevention and control work. VII the further strengthening of maternal and child health work further to strengthen maternal and child health service system and improve the management level and service quality of maternal and child health care inst
10、itutions. 2015, County pregnancy maternal number 1400 people, system management 1235 people, management rate 88%; hospital delivery live produced number 1391 people, hospital delivery rate for 99%; no pregnancy maternal death; 3 age following children number 4648 people, system management 3956 peopl
11、e, management rate 85.12%; 7 age following children number 9989 people, accept 1 times above health service 8460 people, coverage 84.69%; annual live produced number 1400 people, newborn death number 9 people, mortality 7.56 ; 5 number of deaths of children under age 15, mortality in 12.61. Steadily
12、 implementation maternal and child health project, carried out rural pregnancy maternal hospital delivery grants 584 people, grants amount 292,000 yuan, completed 73%; carried out agricultural and pastoral areas women free cervical cancer check3.4 平流沉砂池3.4.1 沉砂池沉砂池的功能是去除比重较大的无机颗粒(如泥沙,煤渣等,它们相对密度约为2.6
13、5)。沉砂池一般设在泵站前以便减小无机颗粒对水泵,管道的磨损。也可设在沉淀池前以减轻沉淀池负荷及改善污泥处理构筑物的处理条件。3.4.2 沉砂池的类型及特点1.平流沉砂池 它具有截流无机颗粒效果好,工作稳定,构造简单,排沙方便等优点;但沙中夹有有机物,是沉砂的后续处理增加了难度;占地大,配水不均匀;容易出现短流和偏流2.曝气沉砂池 曝气沉砂池克服了平流沉砂池的缺点;但增加了曝气装置运行费用较高;工作稳定,通过调节气量可控制污水的旋流速度;应设有泡装置。 3.竖流沉砂池 占地小,排泥方便;运行管理易行;但池深大,施工困难,造价高,耐冲击负荷和温度的适应性差,池径受到限制,过大的池径会使布水不均匀
14、。由于本设计采用A/O工艺,曝气沉砂池对生物池有影响,故不可取;竖流沉砂池,一般不会用于市政污水处理厂。基于3种沉砂池的比较,本工程选用平流沉砂池。3.4.3 平流沉砂池的设计1.设计参数1)按最大设计流量设计2)设计流量时的水平流速:最大流速为0.3m/s,最小流速0.15m/s3)最大设计流量时,污水在池内停留时间不少于30s一般为3060s4)设计有效水深不应大于1.2m一般采用0.251.0m每格池宽不应小于0.6m 5)沉砂量的确定,城市污水按每10万立方米污水砂量为3立方米,沉砂含水率60%,容重1.5t/立方米,贮砂斗容积按2天的沉砂量计,斗壁倾角5560度6)沉砂池超高不宜小于
15、0.3m.2.设计计算沉砂池设计计算草图见图3.3。 图3.4沉砂池设计计算草图1)沉砂池水流部分的长度沉砂池两闸板之间的长度为流水部分长度:式中,L水流部分长度,mV最大流速,m/sT最大流速时的停留时间,s2)水流断面积式中,最大设计流量,A水流断面积 , 3)池总宽度 设n=2,每格宽b=3.5m B=nb=23.5=7.0m1.65 m7)沉砂室高度采用重力排砂,设池底坡度为0.06,坡向排砂口式中:斗高,mL2 由计算得出 8)沉砂池总高度 超高,0.3m9)验算最小流量在最小流量时,用一格工作,按平均日流量的一半核算 符合流速要求3.出水堰的计算1)出水堰宽B=7.0m2)堰上水头
16、 M流量系数,取0.323)跌水高度 H2=10cm4)堰槽宽度尺寸:7.0m0.6m5)出水管采用 DN=1300mm,则v=1.2 m/s4.进水口及贮砂池1)进水口尺寸12001200,采用两个进水口,流速校核: 进水口水头损失 2)进水口采用方行闸板;SFZ型明杆或镶钢铸铁方闸门SFZ-12003)沉砂斗采用:H46Z-2.5旋启式底阀,直径200 mm排渣管DN=200mm贮砂池尺寸:2.02.02.0m3.5 初次沉淀池初次沉淀池采用辐流式沉淀池3.5.1 设计数据1)池子的直径与有效水深的比值,一般采用6122)池径不小于16m3)池底坡度一般采用0.054)一般采用机械排泥,也
17、可附有气力提升或静水头排泥设施5)当池径20m时,也可采用多斗排泥6)进出水管的布置采用中间进水周边出水7)池径20m时,一般采用周边传动刮泥机,其传动装置设在桁架外缘8)刮泥机的旋转速度一般为13转/h,外周刮泥板的线速度不超过3m/min,一般采用1.5m/min9)在进水口的周围应设置整流板,整流板的开口面积为池断面积的102010)浮渣用浮渣刮板收集,刮板装在刮泥机桁架的一侧,在出水堰前应设置浮渣挡板。3.5.2 设计计算i=0.05r2r1600h1h2h3h5h4图3.5 初沉池计算草图1)沉淀部分水面面积: F= 式中,最大设计流量,m3/hn 池数,取2个表面负荷,m3/m2.
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