1) dynamic mixing aeration micro-electrolysis process
动态混合曝气-微电解
1.
Pretreatment of wastewater from vitamin B1 production by dynamic mixing aeration micro-electrolysis process;
动态混合曝气-微电解预处理维生素B1生产废水
2) Aerated micro-electrolysis
曝气微电解
1.
Pretreatment of pyrimidine wastewater by aerated micro-electrolysis and flocculation technique;
曝气微电解-絮凝工艺预处理嘧啶废水
2.
The results show that the optimal pH value for removing strong organic solvents by aerated micro-electrolysis and catalytic electro-oxidation technology are 2 to 3 and 5 to 6 respectively,and the optimal hydraulic retention times(HRT) are 120 min and 90 to 120 min respectively.
结果表明,曝气微电解和催化电氧化技术去除强有机溶剂的最佳pH值分别为(2~3)、(5~6),最佳水力停留时间分别为120、(90~120)m in;高级氧化技术可大大提高废水的可生化性,将B/C值从0。
3) micro-aeration internal electrolysis
微曝气内电解
1.
Pretreatment of wastewater from DSD acid production by dynamic mixing micro-aeration internal electrolysis process;
动态混合微曝气内电解预处理DSD酸生产废水
4) iron-carbon aeration microelectrolysis
铁炭曝气微电解
1.
The pretreatment of cellulose zymolytic wastewater with iron-carbon aeration microelectrolysis method was researched by orthogonal experiment.
采用正交实验法对铁炭曝气微电解预处理纤维素发酵废水进行了研究,最佳工艺条件为pH4—5,铁屑用量150g·l-1,铁炭比1∶2,反应时间1h,曝气量30ml·min-1。
5) blast micro-electrolysis
曝气式微电解
1.
And bring forward using the blast micro-electrolysis technics to disposal this kind of wastewater.
文章通过对电镀前处理废水试验研究,采用正交实验和单因素试验优化工艺参数,提出曝气式微电解工艺处理该类废水,并获得最佳工艺参数:铁炭比1︰1,pH 3。
6) aerate ferric-carbon micro-electrolysis
曝气铁炭微电解
1.
The results indicated that process of aerate ferric-carbon micro-electrolysis method and hydrolysis acidification and aerobic biological treatment and ozone oxidization were effective and practical for fluorescent whitening agent wastewater,by which when the COD concentration of the influent was about 5 620 mg·L-1,the TOC lowered 68.
采用"曝气铁炭微电解-水解酸化-好氧生物处理-臭氧氧化"工艺对荧光增白剂生产废水进行了处理。
补充资料：完全混合式曝气池
分子式：
CAS号：
性质：又称连续(流)搅拌曝气池。是池内各点水质和微生物保持均匀混合的曝气池。当废水与回流污泥进入曝气池后，立即同池内原有混合液充分混合，使池内各点水质与微生物构成基本相同。这种类型的曝气池与二次沉淀池可分建或合建。加速曝气法和延时曝气法均为完全混合式曝气池，其耐冲击负荷能力较推流式曝气池强，但处理效果稍差。
CAS号：
性质：又称连续(流)搅拌曝气池。是池内各点水质和微生物保持均匀混合的曝气池。当废水与回流污泥进入曝气池后，立即同池内原有混合液充分混合，使池内各点水质与微生物构成基本相同。这种类型的曝气池与二次沉淀池可分建或合建。加速曝气法和延时曝气法均为完全混合式曝气池，其耐冲击负荷能力较推流式曝气池强，但处理效果稍差。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条