合肥工业大学学报(自然科学版)
閤肥工業大學學報(自然科學版)
합비공업대학학보(자연과학판)
JOURNAL OF HEFEI UNIVERSITY OF TECHNOLOGY(NATURAL SCIENCE)
2014年
10期
1164-1167
,共4页
朱桂华%张春成%邓玲%周永海%马凯%周旋辉
硃桂華%張春成%鄧玲%週永海%馬凱%週鏇輝
주계화%장춘성%산령%주영해%마개%주선휘
管道混合器%污泥%药剂%速度%单元数
管道混閤器%汙泥%藥劑%速度%單元數
관도혼합기%오니%약제%속도%단원수
mixer%sludge%drug%velocity%mixing cell number
污泥处理工艺中,需对原污泥添加药剂,文章选用Kenics型静态管道混合器(简称SK型管道混合器)对污泥与药剂进行混合。利用Gambit软件对SK型管道混合器内流体进行三维建模,结合Fluent软件选用Mixture多相流模型对管道混合器内污泥、药剂两相流进行模拟仿真,得到不同药剂流速下药剂相的体积分数云图,得出两相混合均匀所需混合单元数与药剂流速的关系曲线。通过实验验证,仿真与实验结果最大误差在10%以内,所分析的SK型管道混合器最佳药剂流速为1.0 m/s时,两相混合均匀所需的混合单元数最少,为7.5个。
汙泥處理工藝中,需對原汙泥添加藥劑,文章選用Kenics型靜態管道混閤器(簡稱SK型管道混閤器)對汙泥與藥劑進行混閤。利用Gambit軟件對SK型管道混閤器內流體進行三維建模,結閤Fluent軟件選用Mixture多相流模型對管道混閤器內汙泥、藥劑兩相流進行模擬倣真,得到不同藥劑流速下藥劑相的體積分數雲圖,得齣兩相混閤均勻所需混閤單元數與藥劑流速的關繫麯線。通過實驗驗證,倣真與實驗結果最大誤差在10%以內,所分析的SK型管道混閤器最佳藥劑流速為1.0 m/s時,兩相混閤均勻所需的混閤單元數最少,為7.5箇。
오니처리공예중,수대원오니첨가약제,문장선용Kenics형정태관도혼합기(간칭SK형관도혼합기)대오니여약제진행혼합。이용Gambit연건대SK형관도혼합기내류체진행삼유건모,결합Fluent연건선용Mixture다상류모형대관도혼합기내오니、약제량상류진행모의방진,득도불동약제류속하약제상적체적분수운도,득출량상혼합균균소수혼합단원수여약제류속적관계곡선。통과실험험증,방진여실험결과최대오차재10%이내,소분석적SK형관도혼합기최가약제류속위1.0 m/s시,량상혼합균균소수적혼합단원수최소,위7.5개。
In the sludge treatment process ,it is necessary to add drug into the original sludge .In this paper ,Kenics static mixer(SK mixer) is selected to mix the sludge and the drug .The Gambit soft-ware is applied to setting up the three-dimensional models of the SK mixer ,and then the sludge-drug two-phase flow in the SK mixer is simulated by Mixture multiphase model method with the Fluent software .The concentration contour of drug at different drug velocities is acquired ,and the relation curve betw een mixing cell number and drug velocity w hen sludge and drug are mixed evenly is ob-tained .It is shown that the error between simulation results and experimental results is within 10% , so it is confirmed that the best drug velocity for the textual SK mixer is 1 .0 m/s ,and the mixing cell number needed is 7.5 .