湍动能对高效沉淀池絮凝反应的影响分析及试验研究OA
Influence of turbulent kinetic energy on flocculation reaction of high-efficiency sedimentation tanks
桨式搅拌机在混凝工艺中被广泛采用,通过调整桨叶的安放角,池内水体会呈现不同的流动结构.文中以高效沉淀池混合区作为分析对象,对桨式搅拌机设计了 3种不同流动结构的搅拌模式,选取湍动能作为评价指标,利用计算流体力学软件STAR-CCM+与模型试验研究相结合的方法,来寻求最优搅拌方案.其中,方案1中上、下桨叶的安放角均为+45°,方案2及方案3分别调整下、上桨叶安放角为-45°.综合CFD计算结果与试验数据,两者对于水处理效果的评价较为一致,且桨叶旋转域内湍动能值较高,远离桨叶的静止域内湍动能逐渐降低,两桨叶之间的中层流域湍动能高于上下层水域;在相同搅拌转速下,方案3池内的平均流速和平均湍动能均为最高,但在相同功率消耗下,方案2的平均湍动能数值最高;从试验结果看,所有方案的浊度去除率均在处理量为10 m3/h、搅拌转速为60 r/min时达到最高值,方案2的去除效果显著优于方案1,方案2的最大去除率可达79.18%.研究结果表明:选取湍动能k值作为水处理评价指标是合理的,且k值过小或过大均会导致出水水质变差,设计合理的搅拌水力部件,通过控制湍动能优化流动结构,对于改善絮凝反应和提升去除率具有重要意义.
Paddle mixers are widely used in coagulation processes,and by adjusting the placement an-gle of the blades,the water bodies in the sedimentation tank exhibits different flow structures.The mi-xing zone of a high-efficiency sedimentation tank was taken as the analysis object,and three different flow structure mixing modes were designed for the paddle mixers.Turbulent kinetic energy was selected as the evaluation index,and a technical method combining computational fluid dynamics software STAR-CCM+with model experimental research was used to seek the optimal mixing scheme.Among them,the placement angles of the upper and lower blades in scheme 1 were both the+45°,while the placement angles of the lower blades in scheme 2 and the upper blades in scheme 3 were both the-45°,respectively.Based on the comprehensive CFD calculation results and experimental data,the evaluation of water treatment effectiveness of them are consistent,and the turbulent kinetic energy in the rotating domain of the blade is relatively high.The turbulent kinetic energy gradually decreases in the stationary domain,which is far from the blade.The turbulent kinetic energy in the middle water body between the two blades is higher than that in the upper and lower water bodies.Under the same stirring speed,the average velocity of flow and turbulent kinetic energy in scheme 3 are the highest,but scheme 2 has the highest average turbulent kinetic energy value under the same power consumption.The experimental results show that the turbidity removal rate of all schemes reaches its highest value under the treatment capacity of 10 m3/h,while the stirring speed is 60 r/min.The re-moval effect of scheme 2 is significantly better than scheme 1.The removal efficiency of scheme 2 can reach the maximum,79.18%.The research results indicate that it is reasonable to select the turbulent kinetic energy value as the evaluation index to water treatment,either too small or too large turbulent kinetic energy will lead to poor effluent quality.Therefore,designing a reasonable mixing hydraulic component,optimizing the flow structure by controlling turbulent kinetic energy is of great significance for improving flocculation reaction and enhancing removal efficiency.
杜沁熹;陈斌;杨陈;许智
南京信息工程大学环境科学与工程学院,江苏南京 210044南京信息工程大学环境科学与工程学院,江苏南京 210044蓝深集团股份有限公司,江苏南京 211500南京信息工程大学环境科学与工程学院,江苏南京 210044
农业科技
湍动能流动结构絮凝反应搅拌机数值计算
turbulent kinetic energyflow structureflocculation reactionmixernumerical calculation
《排灌机械工程学报》 2026 (3)
268-275,8
江苏省自然科学基金资助项目(BK20200816)
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