1) V-filter
V型滤池
1.
Performance comparison of conventional rapid filter with V-filter;
普通快滤池与V型滤池的性能比较
2.
Design of V-filter Backwash Control System in Water Plant
净水厂V型滤池反冲洗控制系统研制
2) V-type filter
V型滤池
1.
Design of inlet system in V-type filter;
V型滤池进水系统设计探讨
2.
Uneven air distribution and other problems existing in the water distribution system of the original V-type filter with ceramic tiles were analyzed.
分析了原V型滤池配水系统(陶瓷滤砖)存在的布气不均匀等问题,制定了相应的整改方案,将陶瓷滤砖更换为塑料滤砖,并加强了施工期的质量控制和监管,达到了预期的改造效果。
3.
In Fuzhou Xiqu Water Works, the original double-valve filter was reconstructed into V-type filter.
福州西区水厂将原有的双阀滤池改造为V型滤池,重点介绍了进水系统、滤板系统、反冲洗排水系统、滤后水系统、反冲洗系统的改造。
3) V filter
V型滤池
1.
Application of coagulation-CAF air flotation-V filter process to the treatment and reuse of wastewater from steel works;
混凝沉淀-CAF气浮-V型滤池工艺在钢铁厂废水处理及回用中的应用
2.
A pre-sedimentation-aerated flotation-V filter process has been adopted in Taizhou Thermal Power Plant wastewater treatment and reuse engineering project,and the effluent has been used as make-up water to its circulating cooling system.
浙江台州电厂四期综合废水回用处理系统采用预沉淀、气浮、V型滤池过滤工艺,其出水补至电厂工业循环冷却水系统。
4) V-type filtration pool
V型滤池
1.
Through experiments and research on the optimization of V-type filtration pool materials and selection of backwashing parameters,we finally find a type of uniform filtrating media that is most suitable for water treatment in South China and make the turbidities of treated water less than 0.
通过对V型滤池滤砂的优选,对反冲洗参数确定的试验研究,确定一种适合处理我国南方地区水质的均质滤料,使滤后水浊度达到小于0。
2.
1 NTU was found through comparing experiments and research on 6 types common materials of V-type filtration pool.
文章通过对V型滤池常用的6种粒径滤砂进行过滤效果的对比试验研究,确定一种适合处理我国南方地区水质的均质滤料,使滤后水浊度达到小于0。
5) V-style fiber filter tank
V型纤维滤池
1.
Design and operation of V-style fiber filter tank;
V型纤维滤池设计及运行
补充资料：多层滤料滤池
分子式：
CAS号：
性质：一种下流式重力深床滤池。一般采用3种滤料，上层为无烟煤(粒径1～2mm)，中层为砂(粒径0.4～0.8mm)，底层为石榴石(粒径<0.5mm)。过滤速度为10m/h，反冲强度为48～72m/h。在对生物处理后的出水进行过滤时，需采取某种形式的辅助冲洗措施。
CAS号：
性质：一种下流式重力深床滤池。一般采用3种滤料，上层为无烟煤(粒径1～2mm)，中层为砂(粒径0.4～0.8mm)，底层为石榴石(粒径<0.5mm)。过滤速度为10m/h，反冲强度为48～72m/h。在对生物处理后的出水进行过滤时，需采取某种形式的辅助冲洗措施。
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