化工进展
化工進展
화공진전
Chemical Industry and Engineering Progress
2015年
10期
3583-3588
,共6页
袁惠新%吕浪%殷伟伟%未莉莉
袁惠新%呂浪%慇偉偉%未莉莉
원혜신%려랑%은위위%미리리
旋流器%数值模拟%分离%入口%磨损
鏇流器%數值模擬%分離%入口%磨損
선류기%수치모의%분리%입구%마손
the separation cyclone%numerical simulation%separation%inlet%attrition
基于计算流体力学(CFD)软件Fluent中的颗粒随机轨道模型(DPM),对两种入口形式的固液分离旋流器的壁面磨损进行数值模拟的比较,结果表明:单入口式固液分离旋流器顶板的最大磨损位于方位角140°~210°,环形空间壁面最大磨损位于方位角120°和190°,底流口附近壁面最大磨损在周向方向180°的底流口上方1~2mm 位置;双入口式旋流器的壁面磨损呈对称分布,最大磨损在底流口位置,顶板壁面最大磨损在两个入口区域,顶板外层最大磨损位于方位角80°~110°和260°~290°,环形空间壁面最大磨损位于方位角120°和300°;相同条件下,双入口式旋流器顶板和环形空间的壁面磨损小于单入口式旋流器顶板和环形空间的壁面磨损;而对于底流口附近的壁面磨损,双入口式固液分离旋流器底流口附近的壁面磨损略大。
基于計算流體力學(CFD)軟件Fluent中的顆粒隨機軌道模型(DPM),對兩種入口形式的固液分離鏇流器的壁麵磨損進行數值模擬的比較,結果錶明:單入口式固液分離鏇流器頂闆的最大磨損位于方位角140°~210°,環形空間壁麵最大磨損位于方位角120°和190°,底流口附近壁麵最大磨損在週嚮方嚮180°的底流口上方1~2mm 位置;雙入口式鏇流器的壁麵磨損呈對稱分佈,最大磨損在底流口位置,頂闆壁麵最大磨損在兩箇入口區域,頂闆外層最大磨損位于方位角80°~110°和260°~290°,環形空間壁麵最大磨損位于方位角120°和300°;相同條件下,雙入口式鏇流器頂闆和環形空間的壁麵磨損小于單入口式鏇流器頂闆和環形空間的壁麵磨損;而對于底流口附近的壁麵磨損,雙入口式固液分離鏇流器底流口附近的壁麵磨損略大。
기우계산류체역학(CFD)연건Fluent중적과립수궤궤도모형(DPM),대량충입구형식적고액분리선류기적벽면마손진행수치모의적비교,결과표명:단입구식고액분리선류기정판적최대마손위우방위각140°~210°,배형공간벽면최대마손위우방위각120°화190°,저류구부근벽면최대마손재주향방향180°적저류구상방1~2mm 위치;쌍입구식선류기적벽면마손정대칭분포,최대마손재저류구위치,정판벽면최대마손재량개입구구역,정판외층최대마손위우방위각80°~110°화260°~290°,배형공간벽면최대마손위우방위각120°화300°;상동조건하,쌍입구식선류기정판화배형공간적벽면마손소우단입구식선류기정판화배형공간적벽면마손;이대우저류구부근적벽면마손,쌍입구식고액분리선류기저류구부근적벽면마손략대。
This paper compared the wall attrition of solid-liquid separation cyclone with the two inlet forms using particle stochastic trajectory model(DPM) of the computational fluid dynamics(CFD) software. The simulation results showed that for the solid-liquid separation cyclone with the single inlet,the most severe attrition part of the roof wall was located between the azimuth angle 140° to 210° and for the annular space wall,it was at the azimuth angle 120° and 190°;the most severe wall attrition part of the underflow port was distributed in the position of 1—2mm above the underflow port in the circumferential direction of 180°. For the solid-liquid separation cyclone with the double inlet,the attrition distribution on the wall was symmetrical;the most severe wall attrition was distributed in the underflow port;the most severe attrition of the roof wall appeared in the area of the two inlets;the azimuth angle of the most severe attrition of the roof’s outer layer ranges from 80° to 110° and 260° to 290°. As for the annular space wall,the most severe attrition was at the azimuth angle 120° and 300°. In the same conditions, the wall attrition of the separation cyclone’s roof wall and annular space with the double inlet was less severe but the wall attrition of the underflow port is more severe.