RT Geosciences Inc., 3398 Kingburne Dr., Cobble Hill, B.C. V0R 1L5, Canada.
Penobscot River Mercury Study, 479 Beechwood Ave., Old Town, ME 04468, USA.
Sci Total Environ. 2018 Oct 1;637-638:1175-1186. doi: 10.1016/j.scitotenv.2018.05.090. Epub 2018 May 22.
Mercury inputs by surface and ground water sources to Penobscot River from a defunct Hg-cell chlor-alkali plant were measured in 2009-10 and estimated for the entire period of operation of this facility. Over the measured interval (422 days) approximately 2.3 kg (5.4 g day) of mercury was discharged to the Penobscot River by the two surface streams that drain the site, with most of the combined loading (1.8 kg Hg, 78%) associated with a single storm with rainfall in excess of 100 mm. Groundwater seepage rates from the site, as estimated from both a radon tracer and seepage meter methods were in the range of 3 to 4 cm day and, when combined with a best estimate of the area of groundwater discharge (11,000 m) and average seepage/porewater mercury concentration (242 ng L, UCL95), yielded a loading of 0.11 g day for site groundwater. None of the municipal or other industrial point sources of mercury to the river between Veazie and Bucksport, Maine exceeded 1 g day individually, nor was the aggregate loading of all such sources >3 g day (based on State of Maine data). Mercury loadings for the three largest tributaries downstream of Veazie Dam were estimated to contribute 4.2, 3.7 and 2.5 g day, respectively, to the Penobscot River. Based on sampling (total Hg ~ 2 to 4 ng L) and historical mean discharge data (340-460 m s), the Penobscot River upstream of the plant site contributes as much as 160 g day to the downstream reach depending on river discharge. Estimates of historical (1967-2012) mercury loading using both generic emission factors and measured releases ranged from 2.6 to 27 MT while the mass of mercury found in downstream sediments amounted to 9 MT.
2009-10 年,对已关闭的汞电池氯碱厂通过地表水和地下水向彭诺斯科特河输入的汞进行了测量,并对该设施整个运行期间的汞输入进行了估算。在所测量的时间段(422 天)内,通过两条排干场地的地表水溪流向彭诺斯科特河排放了约 2.3 千克(5.4 克/天)的汞,其中大部分(1.8 千克汞,78%)与一场降雨量超过 100 毫米的单一风暴有关。通过氡示踪剂和渗流计方法估算的场地地下水渗出率在 3 到 4 厘米/天之间,当与地下水排放面积的最佳估计值(11000 平方米)和平均渗出/孔隙水汞浓度(242ng/L,UCL95)相结合时,场地地下水的排放量为 0.11 克/天。缅因州威兹和巴克斯特之间的河流没有任何一个城市或其他工业汞污染源的排放量超过 1 克/天,所有这些污染源的总排放量也没有超过 3 克/天(根据缅因州的数据)。在威兹大坝下游的三个最大支流的汞负荷估计分别为 4.2、3.7 和 2.5 克/天,分别为彭诺斯科特河贡献。根据采样(总汞~2 至 4ng/L)和历史平均流量数据(340-460m/s),如果根据河流流量而定,彭诺斯科特河在工厂场地上游对下游河段的贡献可达 160 克/天。使用通用排放因子和实测排放量对历史(1967-2012 年)汞负荷的估算值在 2.6 至 27 公吨之间,而下游沉积物中的汞质量达到 9 公吨。