摘要
德州市第四净水厂供水工程设计规模为11×104m3/d,采用预处理/常规处理/深度处理工艺,其中常规处理采用双层平流沉淀池和V型砂滤池,深度处理采用臭氧/上向流活性炭工艺。对工艺流程、主要构筑物的设计参数、设计特点等作了介绍,可供参考。
Abstract： The Dezhou Fourth Waterworks has a design capacity of 11×10^4m^3/d. The treatment process includes pretreatment, conventional treatment and advanced treatment. The conventional treat- ment uses double layer horizontal flow sedimentation tank and V-fiher. The advanced treatment uses ozo- nation and upward flow biological activated carbon adsorption. The technological process, design parame- ters of main structures and design characteristic were introduced for reference.
出处
《中国给水排水》
CAS
CSCD
北大核心
2013年第14期53-55,共3页
China Water & Wastewater
关键词
双层平流沉淀
臭氧-上向流生物活性炭吸附
净水厂设计
double layer horizontal flow sedimentation
ozonation and upward flow biologicalactivated carbon adsorption
design of waterworks
作者简介
梅志刚（1963-），男，河北安新人，大专，工程师，从事工民建设计工作。
