UMR Sisyphe 7619, Université P. et M. Curie - Paris 6, BP 105, Tour 56-55, Etage 4, 4 place Jussieu, 75005 Paris, France.
Water Res. 2010 Mar;44(6):1753-64. doi: 10.1016/j.watres.2009.11.050. Epub 2009 Dec 5.
A significant amount of nitrogen entering river basins is denitrified in riparian zones. The aim of this study was to evaluate the influence of nitrate and carbon concentrations on the kinetic parameters of nitrate reduction as well as nitrous oxide emissions in river sediments in a tributary of the Marne (the Seine basin, France). In order to determine these rates, we used flow-through reactors (FTRs) and slurry incubations; flow-through reactors allow determination of rates on intact sediment slices under controlled conditions compared to sediment homogenization in the often used slurry technique. Maximum nitrate reduction rates (R(m)) ranged between 3.0 and 7.1microg Ng(-1)h(-1), and affinity constant (K(m)) ranged from 7.4 to 30.7mg N-NO(3)(-)L(-1). These values were higher in slurry incubations with an R(m) of 37.9microg Ng(-1)h(-1) and a K(m) of 104mg N-NO(3)(-)L(-1). Nitrous oxide production rates did not follow Michaelis-Menten kinetics, and we deduced a rate constant with an average of 0.7 and 5.4ng Ng(-1)h(-1) for FTR and slurry experiments respectively. The addition of carbon (as acetate) showed that carbon was not limiting nitrate reduction rates in these sediments. Similar rates were obtained for FTR and slurries with carbon addition, confirming the hypothesis that homogenization increases rates due to release of and increasing access to carbon in slurries. Nitrous oxide production rates in FTR with carbon additions were low and represented less than 0.01% of the nitrate reduction rates and were even negligible in slurries. Maximum nitrate reduction rates revealed seasonality with high potential rates in fall and winter and low rates in late spring and summer. Under optimal conditions (anoxia, non-limiting nitrate and carbon), nitrous oxide emission rates were low, but significant (0.01% of the nitrate reduction rates).
大量进入河流流域的氮在河流滨岸带被反硝化。本研究的目的是评估硝酸盐和碳浓度对河流沉积物中硝酸盐还原动力学参数以及氧化亚氮排放的影响,该河流为法国马恩河(塞纳河流域)的一条支流。为了确定这些速率,我们使用了流动式反应器(FTR)和泥浆培养法;与泥浆技术中常用的沉积物均化相比,流动式反应器可在受控条件下测定完整沉积物切片上的速率。最大硝酸盐还原速率(R(m))范围为 3.0 至 7.1μg Ng(-1)h(-1),亲和常数(K(m))范围为 7.4 至 30.7mg N-NO(3)(-)L(-1)。在泥浆培养法中,R(m)为 37.9μg Ng(-1)h(-1),K(m)为 104mg N-NO(3)(-)L(-1),这些值更高。氧化亚氮产生速率不符合米氏动力学,我们推断出的速率常数在 FTR 和泥浆实验中分别为平均 0.7 和 5.4ng Ng(-1)h(-1)。添加碳(作为乙酸盐)表明,在这些沉积物中,碳没有限制硝酸盐还原速率。添加碳后,FTR 和泥浆的实验均获得了相似的速率,这证实了一个假设,即由于泥浆中碳的释放和增加,泥浆的均化会增加速率。添加碳后,FTR 中的氧化亚氮产生速率较低,占硝酸盐还原速率的比例不到 0.01%,在泥浆中甚至可以忽略不计。最大硝酸盐还原速率呈现季节性变化,秋季和冬季的潜在速率较高,而晚春和夏季的速率较低。在最佳条件(缺氧、非限制硝酸盐和碳)下,氧化亚氮排放速率较低,但仍具有显著意义(占硝酸盐还原速率的 0.01%)。