摘要
为了解决常规污水处理技术无法进行完整的硝化反硝化过程,污水厂出水中氨氮、总氮、总磷偏高以及运行成本较高的问题,以某污水厂排水为研究对象,通过物化与生化耦合,构建化学催化生物耦合床(CCBF)脱氮系统,研究CCBF系统对污水厂排水中氨氮、总氮、总磷和COD的去除效能。结果表明:当DO为5.5~6.0 mg·L-1、RT为8 h、C/N为1.5∶1时,CCBF可将NH4+-N从48.5 mg·L-1降至4.58 mg·L-1、TN从51.2 mg·L-1降至6.5mg·L-1、 TP从6.6mg·L-1降至0.48mg·L-1、 COD从78.5mg·L-1降至33mg·L-1,去除率分别达到89.5%、85.7%、92.5%和57.9%;污水经处理后,氨氮、总氮、总磷、COD均达到城镇污水处理厂污染物排放标准(GB18918-2002)一级A排放标准。利用Eckenfelder方程对系统脱氮过程进行模拟,求得nNH4+-N=0.314 764,nTN=0.282 21,KNH4+-N=0.128 024,KTN=0.218 59,与水力负荷为0.000 8~0.007 m3·(m2·min)-1的常规生物处理相比,系统内部生物量充足、活性高,物化与生物耦合强化效果明显。
Currently,the conventional wastewater treatment plants have faced many problems such as incomplete nitrification and denitrification with conventional wastewater treatment technologies,high ammonia nitrogen,total nitrogen and total phosphorus concentrations in the effluent,and high operational cost.In this study,based on the physicochemical and biochemical coupling process,a chemical catalytic bio-coupled filter(CCBF)was constructed to treat the drainage from the wastewater treatment plant.The removal efficiencies of ammonia nitrogen,total nitrogen,total phosphorus and COD in this drainage by CCBF were studied.The results showed at DO of 5.5~6.0 mg·L-1,HRT of 8 h,C/N ratio of 1.5∶1,CCBF could reduce NH4+-N from 48.5 mg·L-1 to 4.58 mg·L-1,TN from 51.2 mg·L-1 to 6.5 mg·L-1,TP from 6.6 mg·L-1 to 0.48 mg·L-1,and COD from78.5 mg·L-1 to 33 mg·L-1,respectively,and their removal efficiencies corresponded to 89.5%,85.7%,92.5%and57.9%,respectively.The above four indictors of CCBF effluent could meet the first-class A emission level of national pollutant discharge standard of urban sewage treatment plant(GB18918-2002).The nitrogen removal nNH4+-N=0.314 76 and KNH4+-N=0.128 02 and KTN=0.218 59,were determined with correlation NH4+-N removal.In comparison with the conventional biological treatment technology at hydraulic loading of 0.000 8~0.007 m3·(m2·min)-1,the CCBF process contained high content and active biomass,and obvious physicochemical and biochemical coupling effects occurred accordingly.
作者
李德生
彭帅
刘静轶
邓时海
刘元辉
任可
刘玲花
LI Desheng;PENG Shuai;LIU Jingyi;DENG Shihai;LIU Yuanhui;REN Ke;LIU Linghua(School of Civil and Architectural Engineering,Beijing Jiaotong University,Beijing 100044,China;Beijing Key Laboratory of Typical Pollutant Control and Water Quality Protection,Beijing Jiaotong University,Beijing 100044,China;China Institute of Water Resources and Hydropower Research,Beijing 100044,China)
出处
《环境工程学报》
CAS
CSCD
北大核心
2019年第10期2402-2413,共12页
Chinese Journal of Environmental Engineering
基金
国家自然科学基金资助项目(51778040,51278034)
中国水利水电科学研究院基本科研业务费(WE0145B062017)
关键词
污水厂排水
物化与生化耦合
强化深度处理
脱氮除磷
动力学模型
sewage plant drainage
physicochemical and biochemical coupling process
advanced treatment
nitrogen and phosphorus removal
kinetic model