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Groundwater N2O emission factors of nitrate-contaminated aquifers as derived from denitrification progress and N2O accumulation

机译:从反硝化过程和N2O积累得出的硝酸盐污染含水层的地下水N2O排放因子

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摘要

We investigated the dynamics of denitrification and nitrous oxide (N2O) accumulation in 4 nitrate (NO3-) contaminated denitrifying sand and gravel aquifers of northern Germany (Fuhrberg, Sulingen, Thulsfelde and Gottingen) to quantify their potential N2O emission and to evaluate existing concepts of N2O emission factors. Excess N-2 - N-2 produced by denitrification - was determined by using the argon (Ar) concentration in groundwater as a natural inert tracer, assuming that this noble gas functions as a stable component and does not change during denitrification. Furthermore, initial NO3- concentrations (NO3- that enters the groundwater) were derived from excess N-2 and actual NO3- concentrations in groundwater in order to determine potential indirect N2O emissions as a function of the N input. Median concentrations of N2O and excess N-2 ranged from 3 to 89 mu g N L-1 and from 3 to 10 mg N L-1, respectively. Reaction progress (RP) of denitrification was determined as the ratio between products (N2O-N + excess N-2) and starting material (initial NO3- concentration) of the process, characterizing the different stages of denitrification. N2O concentrations were lowest at RP close to 0 and RP close to 1 but relatively high at a RP between 0.2 and 0.6. For the first time, we report groundwater N2O emission factors consisting of the ratio between N2O-N and initial NO3--N concentrations (EF1). In addition, we determined a groundwater emission factor (EF2) using a previous concept consisting of the ratio between N2O-N and actual NO3--N concentrations. Depending on RP, EF(1) resulted in smaller values compared to EF(2), demonstrating (i) the relevance of NO3- consumption and consequently (ii) the need to take initial NO3--N concentrations into account. In general, both evaluated emission factors were highly variable within and among the aquifers. The site medians ranged between 0.00043-0.00438 for EF(1) and 0.00092-0.01801 for EF(2), respectively. For the aquifers of Fuhrberg and Sulingen, we found EF(1) median values which are close to the 2006 IPCC default value of 0.0025. In contrast, we determined significant lower EF values for the aquifers of Thulsfelde and Gottingen. Summing the results up, our study supports the substantial downward revision of the IPCC default EF5-g from 0.015 (1997) to 0.0025 (2006).
机译:我们调查了德国北部(Fuhrberg,Sulingen,Thulsfelde和Gottingen)受4种硝酸盐(NO3-)污染的反硝化砂和砾石含水层中反硝化和一氧化二氮(N2O)积累的动力学,以量化其潜在的N2O排放并评估现有的N2O概念。 N2O排放因子。通过使用地下水中的氩(Ar)浓度作为天然惰性示踪剂,可以确定过量的N-2(通过反硝化产生的N-2),前提是该稀有气体起着稳定的作用,并且在反硝化过程中不会发生变化。此外,初始NO3-浓度(进入地下水的NO3-)是由过量的N-2和地下水中的实际NO3-浓度得出的,以确定潜在的间接N2O排放作为N输入的函数。 N2O和过量N-2的中位数浓度分别为3至89μgN L-1和3至10 mg N L-1。反硝化的反应进程(RP)确定为该过程的产物(N2O-N +过量N-2)与起始原料(初始NO3-浓度)之间的比率,表征了反硝化的不同阶段。 N2O浓度在RP接近0和RP接近1时最低,但在0.2到0.6之间的RP时相对较高。我们首次报告了由N2O-N与NO3--N初始浓度(EF1)之间的比率组成的地下水N2O排放因子。此外,我们使用先前的概念(由N2O-N与实际NO3--N浓度之比组成)确定了地下水排放因子(EF2)。取决于RP,EF(1)的值要比EF(2)小,这表明(i)NO3-消耗的相关性,因此(ii)需要考虑初始NO3--N浓度。总的来说,两个评估的排放因子在含水层内部和之中都有很大的差异。 EF(1)的站点中位数分别在0.00043-0.00438和EF(2)的0.00092-0.01801之间。对于Fuhrberg和Sulingen的含水层,我们发现EF(1)中值接近2006 IPCC默认值0.0025。相反,我们为Thulsfelde和Gottingen的含水层确定了明显较低的EF值。总而言之,我们的研究支持IPCC默认EF5-g从0.015(1997)大幅下调至0.0025(2006)。

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