Stapleton C M, Wyer M D, Crowther J, McDonald A T, Kay D, Greaves J, Wither A, Watkins J, Francis C, Humphrey N, Bradford M
Centre for Catchment to Coastal Research, River Basin Dynamics and Hydrology Research Group, IGES, University of Wales, Aberystwyth, UK.
J Environ Manage. 2008 Jun;87(4):535-50. doi: 10.1016/j.jenvman.2006.11.035. Epub 2007 Dec 20.
Under the EU Water Framework Directive (WFD) 20/60/EC and the US Federal Water Pollution Control Act 2002 management of water quality within river drainage basins has shifted from traditional point-source control to a holistic approach whereby the overall contribution of point and diffuse sources of pollutants has to be considered. Consequently, there is a requirement to undertake source-apportionment studies of pollutant fluxes within catchments. The inclusion of the Bathing Water Directive (BWD), under the list of 'protected areas' in the WFD places a requirement to control sources of faecal indicator organisms within catchments in order to achieve the objectives of both the BWD (and its revision - 2006/7/EC) and the WFD. This study was therefore initiated to quantify catchment-derived fluxes of faecal indicator compliance parameters originating from both point and diffuse sources. The Ribble drainage basin is the single UK sentinel WFD research catchment and discharges to the south of the Fylde coast, which includes a number of high profile, historically non-compliant, bathing waters. Faecal indicator concentrations (faecal coliform concentrations are reported herein) were measured at 41 riverine locations, the 15 largest wastewater treatment works (WwTWs) and 15 combined sewer overflows (CSOs) across the Ribble basin over a 44-day period during the 2002 bathing season. The sampling programme included targeting rainfall-induced high flow events and sample results were categorised as either base flow or high flow. At the riverine sites, geometric mean faecal coliform concentrations showed statistically significant elevation at high flow compared to base flow. The resultant faecal coliform flux estimates revealed that over 90% of the total organism load to the Ribble Estuary was discharged by sewage related sources during high flow events. These sewage sources were largely related to the urban areas to the south and east of the Ribble basin, with over half the load associated with the relatively small subcatchment of the River Douglas. The majority of this load was attributed to two WwTWs that discharge through a common outfall close to the tidal limit of this catchment. Budgets adjusted to accommodate the impact of proposed UV disinfection of these effluents showed that the load from these sources would be reduced significantly during base flow conditions. However, during high flow events loads would still remain high due to the operation of storm sewage overflows from stormwater retention tanks. The study identified untreated storm sewage spills from urban infrastructure and WwTW stormwater retention tanks as the dominant component of the high flow flux of faecal indicators to receiving waters of the Fylde coast and the associated bathing waters.
根据欧盟水框架指令(WFD)20/60/EC和美国2002年《联邦水污染控制法》,河流流域内的水质管理已从传统的点源控制转向整体方法,即必须考虑污染物点源和扩散源的总体贡献。因此,需要对流域内污染物通量进行源解析研究。在水框架指令的“保护区”清单中纳入了沐浴水指令(BWD),这就要求控制流域内粪便指示生物的来源,以实现沐浴水指令(及其修订版——2006/7/EC)和水框架指令的目标。因此,启动了本研究,以量化源自点源和扩散源的粪便指示达标参数的流域通量。里布尔流域是英国唯一的水框架指令哨兵研究流域,排入菲尔德海岸南部,该海岸包括一些备受瞩目的、历史上不符合标准的沐浴水区域。在2002年沐浴季节的44天内,在里布尔流域的41个河流地点、15个最大的污水处理厂(WwTWs)和15个合流制溢流口(CSOs)测量了粪便指示物浓度(本文报告的是粪大肠菌群浓度)。采样计划包括针对降雨引发的高流量事件,样本结果分为基流或高流量。在河流站点,与基流相比,高流量时几何平均粪大肠菌群浓度在统计学上有显著升高。由此得出的粪大肠菌群通量估计表明,在高流量事件期间,流入里布尔河口的生物体总负荷中超过90%是由与污水相关的源排放的。这些污水源主要与里布尔流域南部和东部的城市地区有关,超过一半的负荷与相对较小的道格拉斯河子流域有关。大部分负荷归因于两个通过靠近该流域潮汐极限的共同排水口排放的污水处理厂。调整后的预算考虑了对这些废水进行紫外线消毒的影响,结果表明,在基流条件下,这些源的负荷将显著降低。然而,在高流量事件期间,由于雨水滞留池的暴雨污水溢流运行,负荷仍将居高不下。该研究确定,城市基础设施和污水处理厂雨水滞留池未经处理的暴雨污水溢流是菲尔德海岸及相关沐浴水接收水体中粪便指示物高流量通量的主要组成部分。