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爱荷华州中部一个有瓦管排水的流域硝酸盐氮通量评估。

Evaluation of nitrate nitrogen fluxes from a tile-drained watershed in central Iowa.

作者信息

Tomer M D, Meek D W, Jaynes D B, Hatfield J L

机构信息

USDA Agricultural Research Service-National Soil Tilth Laboratory, 2150 Pammel Drive, Ames, IA 50010, USA.

出版信息

J Environ Qual. 2003 Mar-Apr;32(2):642-53. doi: 10.2134/jeq2003.6420.

Abstract

Nitrate N fluxes from tile-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.

摘要

在密西西比河流域的水质研究中,已发现来自瓦管排水流域的硝酸盐氮通量存在问题,但长期以来小型流域实际的硝态氮负荷记录较少。我们评估了1992年年中至2000年期间流经爱荷华州一个流域(5134公顷)及其两个瓦管排水子流域(493公顷和863公顷)出口的流量和硝态氮通量。流域的累积硝态氮负荷为168千克/公顷,子流域的分别为176千克/公顷和229千克/公顷。出口处的总流量(1831毫米)比子流域大,而流量加权平均硝态氮浓度(9.2毫克/升)比子流域小,同时较大的子流域流量(1712毫米对1559毫米)和平均硝态氮浓度(13.4毫克/升对11.3毫克/升)比小的子流域大。浓度超过10毫克/升的情况很常见,但在出口处最少见。除1993年洪水期间外,硝态氮通常不会被大流量稀释。出口处低流量时硝态氮浓度较低。考虑自相关和测量误差影响,流量与硝态氮通量之间的关系显示,子流域的对数-对数斜率接近1.0,出口处为1.2。我们利用已发表的数据估算了假设湿地中子流域硝态氮通量的反硝化作用。假设温度和硝态氮供应会限制反硝化作用,那么按照美国农业部批准标准建造的湿地可使约20%的硝态氮发生反硝化。低效率是由于大流量的季节时间和硝态氮含量造成的。因此,需要采用农业和湿地最佳管理措施(BMPs)来实现瓦管排水流域的水质目标。

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