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Simulation Model of the Coupling between Nitrification and Denitrification in a Freshwater Sediment

机译:淡水沉积物中硝化与反硝化耦合的模拟模型

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A model was constructed to simulate the results of experiments which investigated nitrification and denitrification in the freshwater sediment of Lake Vilhelmsborg, Denmark (K. Jensen, N. P. Sloth, N. Risgaard-Petersen, S. Rysgaard, and N. P. Revsbech, Appl. Environ. Microbiol. 60:2094-2100, 1994). The model output faithfully represented the profiles of O2 and NO3- and rates of nitrification, denitrification, and O2 consumption as the O2 concentration in the overlying water was increased from 10 to 600 μM. The model also accurately predicted the response, to increasing O2 concentrations, of the integrated (micromoles per square meter per hour) rates of nitrification and denitrification. The simulated rates of denitrification of NO3- diffusing from the overlying water (Dw) and of NO3- generated by nitrification within the sediment (Dn) corresponded to the experimental rates as the O2 concentration in the overlying water was altered. The predicted Dw and Dn rates, as NO3- concentration in the overlying water was changed, closely resembled those determined experimentally. The model was composed of 41 layers 0.1 mm thick, of which 3 represented the diffusive boundary layer in the water. Large first-order rate constants for nitrification and denitrification were required to completely oxidize all NH4+ diffusing from the lower sediment layers and to remove much of the NO3- produced. In addition to the flux of NH4+ from below, the model required a flux of an electron donor, possibly methane. Close coupling between nitrification and denitrification, achieved by allowing denitrification to tolerate some O2 (~10 μM), was necessary to reproduce the real data. Spatial separation of the two processes (no toleration by denitrification of O2) resulted in too high NO3- concentrations and too low rates of denitrification.
机译:建立了一个模型来模拟研究丹麦维尔港湖淡水沉积物中硝化和反硝化作用的实验结果(K.Jensen,NP Sloth,N.Risgaard-Petersen,S.Rysgaard和NP Revsbech,Appl.Environ。 60:2094-2100,1994)。模型输出如实地表示O2和NO3-的分布以及硝化,反硝化和O2消耗的速率,因为上方水中的O2浓度从10增加到600μM。该模型还准确地预测了硝化和反硝化的总速率(每小时每平方米微摩尔)对氧气浓度增加的响应。随着上层水中O2浓度的变化,模拟的从上层水扩散的NO3-的反硝化速率(Dw)和沉积物中硝化产生的NO3-的反硝化速率(Dn)与实验速率相对应。随着上层水中NO3浓度的变化,预测的Dw和Dn速率与实验确定的速率非常相似。该模型由41个0.1毫米厚的层组成,其中3个代表水中的扩散边界层。需要较大的硝化和反硝化一级速率常数,才能完全氧化从下层沉积物层扩散出来的所有NH4 +,并去除大量产生的NO3。除了来自下方的NH4 +通量之外,该模型还需要电子供体的通量,可能是甲烷。要重现真实数据,必须通过允许反硝化作用耐受一定量的O2(〜10μM)来实现硝化作用与反硝化作用之间的紧密耦合。两个过程的空间分隔(O2的反硝化不能容忍)导致NO3-浓度过高和反硝化率太低。

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