Formulation and testing of a novel river nitrification model

被引:8
作者
Pauer, James J. [1 ]
Auer, Martin T. [2 ]
机构
[1] USEPA Large Lakes Res Stn, Z Tech, Grosse Lle, MI 48138 USA
[2] Michigan Technol Univ, Dept Civil & Environm Engn, Houghton, MI 49931 USA
关键词
Nitrification; Water column; Benthic; River; Mathematical modeling; WATER-QUALITY MODEL; NO; RWQM1; DISSOLVED-OXYGEN REGIME; SUBSTRATE UTILIZATION; NITRIFYING BACTERIA; BIOFILM MODEL; STEADY-STATE; SEDIMENT; NITROGEN; KINETICS;
D O I
10.1016/j.ecolmodel.2008.12.014
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
The nitrification process in many river water quality models has been approximated by a simple first order dependency on the water column ammonia concentration, while the benthic contribution has routinely been neglected. In this study a mathematical framework was developed for sediment bed nitrification based on mass transfer theory and Monod bacterial growth kinetics. The model describes ammonia transport across the boundary layer and consumption within the biofilm to quantify the overall nitrification flux. Model results suggest that nitrification is usually controlled by the boundary layer thickness, and we estimated a nitrification velocity range between 0.14 and 0.97 md(-1), assuming typical boundary thicknesses of 0.1-1.0 mm. These ranges compared favorably with reported literature values, including our own measurements. The model was applied to several river systems of different depths where nitrification rates and river depths were available. Assuming that nitrification is exclusively a benthic process, the average velocity of all the rivers evaluated was 0.85 md(-1) (r(2) = 0.72). (C) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:857 / 866
页数:10
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