中国电机工程学报
中國電機工程學報
중국전궤공정학보
ZHONGGUO DIANJI GONGCHENG XUEBAO
2011年
29期
41-47
,共7页
氨法脱硫%气溶胶%凝结%脱除
氨法脫硫%氣溶膠%凝結%脫除
안법탈류%기용효%응결%탈제
ammonia desulfurization%aerosol%condensation%removal
针对氨法脱硫烟气中气溶胶的排放特性,建立氨法脱硫后细颗粒凝结长大脱除动力学模型,对细颗粒的凝结长大及脱除规律进行数值预测,并将其与实验结果进行比较。结果表明:细颗粒在过饱和蒸汽条件下迅速长大成液滴,在相同条件下,细颗粒初始数浓度越高,完成凝结长大的时间越短,液滴的最终粒径也越小;细颗粒脱除效率随停留时间增大迅速提高,在50~100ms内达到稳定,与理论计算值比,实验停留时间滞后,约在1.5s后脱除效率趋于稳定;脱硫后细颗粒凝结长大脱除效率与细颗粒物化性质有关,水洗涤时,当过饱和度高于1.4,细颗粒的脱除效率才随过饱和度的增大而迅速提高;氨法脱硫后,细颗粒可在较低的过饱和条件下凝结长大,因而脱除效率随过饱和度增大而提高。
針對氨法脫硫煙氣中氣溶膠的排放特性,建立氨法脫硫後細顆粒凝結長大脫除動力學模型,對細顆粒的凝結長大及脫除規律進行數值預測,併將其與實驗結果進行比較。結果錶明:細顆粒在過飽和蒸汽條件下迅速長大成液滴,在相同條件下,細顆粒初始數濃度越高,完成凝結長大的時間越短,液滴的最終粒徑也越小;細顆粒脫除效率隨停留時間增大迅速提高,在50~100ms內達到穩定,與理論計算值比,實驗停留時間滯後,約在1.5s後脫除效率趨于穩定;脫硫後細顆粒凝結長大脫除效率與細顆粒物化性質有關,水洗滌時,噹過飽和度高于1.4,細顆粒的脫除效率纔隨過飽和度的增大而迅速提高;氨法脫硫後,細顆粒可在較低的過飽和條件下凝結長大,因而脫除效率隨過飽和度增大而提高。
침대안법탈류연기중기용효적배방특성,건립안법탈류후세과립응결장대탈제동역학모형,대세과립적응결장대급탈제규률진행수치예측,병장기여실험결과진행비교。결과표명:세과립재과포화증기조건하신속장대성액적,재상동조건하,세과립초시수농도월고,완성응결장대적시간월단,액적적최종립경야월소;세과립탈제효솔수정류시간증대신속제고,재50~100ms내체도은정,여이론계산치비,실험정류시간체후,약재1.5s후탈제효솔추우은정;탈류후세과립응결장대탈제효솔여세과립물화성질유관,수세조시,당과포화도고우1.4,세과립적탈제효솔재수과포화도적증대이신속제고;안법탈류후,세과립가재교저적과포화조건하응결장대,인이탈제효솔수과포화도증대이제고。
A numerical model for the simulation of the aerosol condensational removal dynamics after ammonia desulfurization was proposed to predict the growth property of fine particles and removal efficiency. The simulation model was applicable for the aerosols discharge property of ammonia desulfurization. The results show that fine particles growth into droplets is very fast in a supersaturation vapor condition. Droplets complete growth time decrease and the final diameters of droplets are smaller at a higher initial particles number concentration. The removal efficiency of fine particles increases rapidly with the residence time, and achieves stability after 50-100 ms. Compared with the simulated values, experimental residence time appeares delate, which tend to stabilize at 1.5 s. Fine particles removal efficiency improved by condensational enlargement is dominated by the particles physicochemical characteristics after desulfurization. Removal efficiency increases with initial supersaturation degree rapidly only when the supersaturation degree higher than 1.4 with water scrubbing. However, condensational growth of fine particles is occurred at an extremely low supersaturation after ammonia desulfurization, and the removal efficiency increases with the supersatration degree continuously.