Department of Urban Water Management, Eawag: Swiss Federal Institute of Aquatic Science and Technology, 8600 Dübendorf, Switzerland.
Water Sci Technol. 2011;63(9):1974-82. doi: 10.2166/wst.2011.128.
Urban water management requires further clarification about pollutants in storm water. Little is known about the release of organic additives used in construction materials and the impact of these compounds to storm water runoff. We investigated sources and pathways of additives used in construction materials, i.e., biocides in facades' render as well as root protection products in bitumen membranes for rooftops. Under wet-weather conditions, the concentrations of diuron, terbutryn, carbendazim, irgarol 1051 (all from facades) and mecoprop in storm water and receiving water exceeded the predicted no-effect concentrations values and the Swiss water quality standard of 0.1 microg/L. Under laboratory conditions maximum concentrations of additives were in the range of a few milligrams and a few hundred micrograms per litre in runoff of facades and bitumen membranes. Runoff from aged materials shows approximately one to two orders of magnitude lower concentrations. Concentrations decreased also during individual runoff events. In storm water and receiving water the occurrence of additives did not follow the typical first flush model. This can be explained by the release lasting over the time of rainfall and the complexity of the drainage network. Beside the amounts used, the impact of construction materials containing hazardous additives on water quality is related clearly to the age of the buildings and the separated sewer network. The development of improved products regarding release of hazardous additives is the most efficient way of reducing the pollutant load from construction materials in storm water runoff.
城市水管理需要进一步澄清雨水污染物问题。关于建筑材料中有机添加剂的释放及其对雨水径流的影响,我们知之甚少。我们研究了建筑材料中添加剂的来源和途径,如外墙涂料中的杀菌剂以及屋顶沥青膜中的根系保护产品。在潮湿天气条件下,雨水和受纳水中的敌草隆、特丁津、多菌灵、百菌清(均来自外墙涂料)和麦草畏的浓度超过了预测无影响浓度值和瑞士水质标准 0.1 微克/升。在实验室条件下,添加剂的最大浓度在几毫克到几百微克/升之间,来自外墙和沥青膜的径流水。老化材料的径流水浓度大约低一到两个数量级。浓度也在单个径流水事件中下降。在雨水和受纳水中,添加剂的出现并不符合典型的初期冲刷模型。这可以归因于雨水持续时间较长以及排水网络的复杂性。除了使用量外,含有危险添加剂的建筑材料对水质的影响显然与建筑物的年龄和分开的下水道网络有关。开发关于危险添加剂释放的改良产品是减少雨水径流水体中建筑材料污染物负荷的最有效方法。