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Evaluation of Nitrate Nitrogen Fluxes from a Tile-Drained Watershed in Central Iowa

机译:爱荷华州中部瓦片排水小流域硝态氮通量的评价

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摘要

Nitrate Nfluxes fromtile-drained watersheds have been implicated in water quality studies of the Mississippi River basin, but actual NO3–N loads from small watersheds during long periods are poorly documented. We evaluated discharge and NO3–N fluxes passing the outlet of an Iowa watershed (5134 ha) and two of its tile-drained subbasins (493 and 863 ha) from mid-1992 through 2000. The cumulative NO3–N load from the catchment was 168 kg ha-1, and 176 and 229 kg ha-1 from the subbasins. The outlet had greater total discharge (1831 mm) and smaller flow-weighted mean NO3–N concentration (9.2 mg L-1) than the subbasins, while the larger subbasin had greater discharge (1712 vs. 1559 mm) and mean NO3–N concentration (13.4 vs. 11.3 mg L-1) than the smaller subbasin. Concentrations exceeding 10 mg L-1 were common, but least frequent at the outlet. Nitrate N was generally not diluted by large flows, except during 1993 flooding. The outlet showed smaller NO3–N concentrations at low flows. Relationships between discharge and NO3–N flux showed log–log slopes near 1.0 for the subbasins, and 1.2 for the outlet, considering autocorrelation and measurement-error effects. We estimated denitrification of subbasin NO3–N fluxes in a hypothetical wetland using published data. Assuming that temperature and NO3–N supply could limit denitrification, then about 20%of the NO3–N would have been denitrified by a wetland constructed to meet USDA-approved criteria. The low efficiency results from the seasonal timing and NO3–N content of large flows. Therefore, agricultural and wetland best management practices (BMPs) are needed to achieve water quality goals in tile-drained watersheds.
机译:密西西比河流域的水质研究涉及到排水排水流域的硝酸盐Nflux,但长期记录的小流域的实际NO3-N负荷却很少。我们评估了1992年中至2000年通过爱荷华州小流域(5134公顷)及其两个瓷砖排水子盆地(493和863公顷)出口的排放和NO3-N流量。集水区的NO3-N累积负荷为168千克ha-1,以及来自子盆地的176和229 kg ha-1。与子盆地相比,出口的总排放量更大(1831 mm),流量加权平均NO3-N浓度(9.2 mg L-1)更小,而更大的子盆地则具有更大的排放量(1712 vs. 1559 mm)和平均NO3-N浓度(较小的子盆地)(13.4对11.3 mg L-1)。常见的是浓度超过10 mg L-1的浓度,但在出口处最不常见。硝酸盐氮一般不被大流量稀释,除非在1993年洪水期间。在低流量下,出口显示出较小的NO3-N浓度。考虑到自相关和测量误差的影响,排放与NO3-N通量之间的关系显示,对流盆地的log-log斜率接近1.0,出口流向的log-log斜率接近1.2。我们使用已公开的数据估算了假设的湿地中亚盆地NO3–N通量的反硝化作用。假设温度和NO3-N的供应量可能会限制反硝化作用,那么满足美国农业部批准标准的湿地将对NO3-N进行约20%的反硝化处理。效率低下是由于季节性流量和大流量NO3-N含量造成的。因此,需要农业和湿地最佳管理规范(BMP),以实现瓷砖排水集水区的水质目标。

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