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Nitrate removal capacity of constructed wetlands.

机译:人工湿地的硝酸盐去除能力。

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Constructed wetlands at the Des Plaines Wetland Demonstration Project in Wadsworth, Illinois were examined for their capacity to remove nonpoint source loads of nitrate from an agricultural watershed. Three flow through wetlands received different loading rates of pumped river water with seasonably variable loads of nitrate and organic nitrogen. The nitrogen removal capacities of the wetlands were estimated using mass balance and sediment-water microcosms for the 1991 and 1992 field seasons. Concentrations of nitrogen and flow volumes were monitored at inlets and outlets and mass balances of nitrogen loads were calculated. The wetlands received two different loading rates in 1991, and three loading rates in 1992. Concentrations of nitrate were highest during high flow periods, and most of the annual nitrate load was associated with the spring time flows. All three wetlands were found to be net sinks for nitrate and two of the three wetlands were net exporters of organic nitrogen. The efficiency of nitrate removal was inversely related to hydrologic load, and with the mass of nitrate loaded into the wetlands. Microcosm studies showed that nitrate loss is primarily a function of nitrate concentration and temperature. At a constant temperature, nitrate loss could be described as a first order areal process. Nitrate loss rate coefficients (k{dollar}sb{lcub}rm a{rcub}{dollar}), determined from microcosms, allow the prediction of nitrate removal for a wetland under various nitrate loads. These coefficients were expected to vary between wetlands with different loading rates, and over the course of the season. In 1992, nitrate loss rate coefficients in microcosms exposed to three different loading rates showed no consistent differences. The range of k{dollar}sb{lcub}rm a{rcub}{dollar}'s was far less than the range of hydrologic load and nitrate concentrations. K{dollar}sb{lcub}rm a{rcub}{dollar}'s for all the wetlands over both field seasons were comparable. K{dollar}sb{lcub}rm a{rcub}{dollar}'s appear to provide a reasonably consistent parameter for estimation of nitrate assimilative capacity in the Des Plaines wetlands.
机译:检查了伊利诺伊州沃兹沃思(Wadsworth)的德斯普兰斯湿地示范项目中的人工湿地,以消除从农业流域中非点源硝酸盐负荷的能力。穿过湿地的三股水受到不同的抽水负荷率,硝酸盐和有机氮的负荷随季节变化。使用1991年和1992年田间季节的质量平衡和沉积物水的缩影来估算湿地的脱氮能力。在进口和出口处监测氮的浓度和流量,并计算氮负荷的质量平衡。湿地在1991年接受了两个不同的负荷率,在1992年接受了三个负荷率。在高流量时期,硝酸盐的浓度最高,每年的硝酸盐负荷大部分与春季的流量有关。发现所有三个湿地都是硝酸盐的净汇,三个湿地中的两个是有机氮的净出口国。硝态氮的去除效率与水文负荷成反比,与硝态氮的质量成反比。微观研究表明,硝酸盐损失主要是硝酸盐浓度和温度的函数。在恒定温度下,硝酸盐损失可描述为一阶面积过程。由微观世界确定的硝酸盐损失率系数(k {dollar} sb {lcub} rm a {rcub} {dollar}可以预测湿地在各种硝酸盐负荷下的硝酸盐去除量。预计这些系数在不同负荷率的湿地之间以及整个季节中会有所不同。在1992年,暴露于三种不同加载速率的缩影中的硝酸盐损失速率系数没有显示出一致的差异。 k {dollar} sb {lcub} rma {rcub} {dollar}的范围远小于水文负荷和硝酸盐浓度的范围。两个田间季节所有湿地的K {dollar} sb {lcub} rma {rcub} {dollar}都是可比较的。 K {dollar} sb {lcub} rma {rcub} {dollar}似乎为估计德斯普兰斯湿地的硝酸盐吸收能力提供了一个合理一致的参数。

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