Model concept for nitrate and nitrite utilization during anoxic transformation in the bulk water phase of municipal wastewater under sewer conditions

被引:6
|
作者
Abdul-Talib, S [1 ]
Ujang, Z
Vollertsen, J
Hvitved-Jacobsen, T
机构
[1] Univ Teknol MARA, Fac Civil Engn, Shah Alam 40450, Selangor, Malaysia
[2] Univ Teknol Malaysia, Inst Environm & Water Resources Management, Skudai 81310, Johor, Malaysia
[3] Univ Aalborg, Inst Life Sci, Dept Environm Engn, DK-9000 Aalborg, Denmark
关键词
anoxic transformation model; in-sewer processes; nitrate utilization rate; nitrite utilization rate;
D O I
10.2166/wst.2005.0075
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A two-stage anoxic transformation process, involving growth of biomass utilizing two types of different electron acceptors, namely nitrate and nitrite, has been observed. The present water quality modules established for sewer processes cannot account for the two-stage process. This paper outlines the development of a model concept that enables the two-stage anoxic transformation process to be simulated. The proposed model is formulated in a matrix form that is similar to the Activated Sludge Models and Sewer Process Model matrices. The model was successfully applied to simulate changes in nitrate and nitrite concentrations during anoxic transformations in the bulkwater phase of municipal wastewater.
引用
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页码:181 / 189
页数:9
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