北京城区雨水径流水质及其主要影响因素

掌握城区雨水径流水质及其主要的影响因素是有效地利用城区雨水资源和控制城市非点源污染的基础，根据北京1998－2000年大量的降雨径流水质数据，本文分析了城区屋面和道路雨水径流的水质变化规律及其主要影响因素。城市雨水径流的水质很差，初期径流的污染程度甚至超过城市污水，除了空气质量的影响外，最重要的影响因素是屋面材料，道路类型及路面污染状况，气温，降雨强度，降雨量和降雨间隔时间等。     

高速公路降雨径流污染特征及其污染控制

随着高速公路的快速发展,路面降雨径流污染引起了越来越多的关注.从高速公路路面雨水径流中污染物成分及其影响因素、径流污染迁移模型和径流污染物对受纳水体水质的影响等方面,对路面降雨径流污染特征进行了综述,并从工程和非工程措施两方面比较了目前高速公路路面降雨径流污染治理措施的特点和适用条件,最后提出了进一步研究的建议,希望为有关方面的研究提供借鉴.     

高速公路降雨径流污染特征及其污染控制

随着高速公路的快速发展,路面降雨径流污染引起了越来越多的关注.从高速公路路面雨水径流中污染物成分及其影响因素、径流污染迁移模型和径流污染物对受纳水体水质的影响等方面,对路面降雨径流污染特征进行了综述,并从工程和非工程措施两方面比较了目前高速公路路面降雨径流污染治理措施的特点和适用条件,最后提出了进一步研究的建议,希望为有关方面的研究提供借鉴.     

昆明主城区城市地表径流污染特征分析

昆明市位于滇池上游,城市地表径流污染负荷对滇池水质具有直接影响。通过对昆明主城区内不同功能区12个监测点7次降雨径流过程水样的采集与分析,研究了昆明主城区城市地表径流污染特征。结果表明,昆明主城区城市地表径流中TSS、COD、TN和TP的多场降雨平均浓度分别为182.8、138.2、2.37和0.43 mg/L。不同功能区的地表径流水质存在显著差异(p<0.05);各功能区径流污染负荷顺序为:公路区>商业区>住宅区>文教区;不同功能区单场降雨径流水质动态变化规律是:污染物浓度在降雨径流初期相对较高,中后期浓度快速下降,并逐渐趋于稳定;地表利用功能、降雨特征和交通流量是影响城市地表径流水质的主要因素;城市地表径流中COD、TN、TP与TSS之间有较好的相关性,说明大部分的污染物质是以颗粒吸附态存在。     

简单式绿色屋顶对雨水径流水质的影响规律研究

绿色屋顶作为海绵城市建设中的重要措施之一,具有良好的环境生态效益。对搭建的5种简单式绿色屋顶装置和混凝土屋面装置进行了天然降雨实测和模拟降雨实验监测比较,分析了各装置出流中总有机碳(TOC)、TN、氨氮、TP和Zn的浓度及负荷,研究了简单式绿色屋顶对屋面雨水径流水质的影响规律。结果表明,简单式绿色屋顶出流中的TOC、TN、氨氮、TP和Zn浓度比混凝土屋面高;简单式绿色屋顶具有径流量截留能力,能够削减部分TN和氨氮负荷,但TOC、TP和Zn浓度较高,导致其污染负荷仍然比混凝土屋面高。种植基质对雨水径流TOC、TN和氨氮浓度有显著影响,对TP和Zn浓度无显著影响;植被对各项污染物浓度均无显著影响;降雨特征对污染物浓度有显著影响。     

北京城区河湖水系治理中的问题与建议

简要地回顾北京市近20年河湖水系治理历程中所取得的成就，分析存在的一些主要问题，根据对城区雨水径流非点源污染总量的粗略估算，指出城市雨水径流非点源污染是导致整治后的河湖水系水质恶化最主要的污染因素；结合发达国家对河湖水系治理的一些经验对北京市河湖水系的治理提出几点建议，以期为彻底治理河湖水系的污染提供新的思路，也可供其他城市在治理城市水系污染时参考。     

济南市雨水径流水质变化趋势及回用分析

选取济南城区和郊区4个不同下垫面的屋面和路面作为雨水取样点,分析了径流不同时间段雨水水质的变化趋势.分析结果表明,径流初期下垫面的雨水污染均较严重,污染物浓度较高.随着径流时间的持续,各污染物浓度呈下降趋势,在径流形成40 min后,污染物浓度基本不发生变化.弃去前10 min径流雨水,雨水水质较好,经过简单处理后,水质各项指标均能满足<城市污水再生利用景观环境用水水质>(GB/T 18921-2002)和<生活杂用水水质标准>(CJ/T 48-1999)的要求.     

路面径流的大肠菌群污染及其雨水花园处理

调查了上海市区路面径流中大肠菌群的污染状况,分析了径流中大肠菌群含量的主要影响因素,采用雨水花园模拟柱,考察雨水花园对城市路面径流中大肠菌群的去除效果。结果表明,上海市区地面道路径流中总大肠菌群、粪大肠菌群的均值分别为2.28×106、9.48×105cfu/100 m L,污染较严重,径流中大肠菌群含量与气温呈正相关;雨水花园对径流中大肠菌群具有良好的去除效果,不同模拟柱平均去除率范围在92.4%~99.5%。填料深度和水力停留时间是影响雨水花园对大肠菌群去除效果的主要因素。长期运行后,填料中没有大肠菌群的积累,雨水花园对大肠菌群的去除效果可保持长期稳定。     

中小城市不同功能区降雨径流氮污染特征及其对水体的影响

研究了典型中小城市滨州的不同功能区降雨径流中的氮污染特征及其对水体污染的影响。结果表明,滨州城区不同功能区降雨径流总无机氮(TIN)、氨氮、硝酸盐氮和亚硝酸盐氮质量浓度分别为0.22~10.19、0.01~1.73、0~6.61、0~1.84mg/L。部分降雨径流样品的TIN已经超过了《地表水环境质量标准》(GB 3838—2002)中总氮的Ⅴ类水体标准限值。各形态无机氮浓度在不同功能区存在显著差异。TIN浓度均值表现为:农业区文教区工业区居住区商业区交通要道。降雨径流中的氮元素主要以硝酸盐氮形式存在。河流中TIN主要来自氨氮,其浓度水平与降雨径流相当。因此,降雨径流的氮污染对河流有重要影响,应引起重视。     

城市典型屋面径流的排污特征

对城市中典型的2种材料(油毡和水泥)屋面降雨径流中颗粒物(SS)、氮(N)和磷(P)污染物排放特征进行了研究。结果表明,屋面径流中颗粒物主要是以10~100μm粒径范围的颗粒物为主(约占75%),氮主要是以溶解态形式排放(80%~95%),且主要形式是以硝态氮和氨态氮为主,水泥屋面增加了径流中硝态氮的比例,而沥青屋面增加了氨态氮和溶解态有机氮的比例。而磷主要是以颗粒物形态排放(约占40%~70%,平均57.5%),且主要结合10~50μm粒径范围的颗粒物。去除10~50μm粒径颗粒物可以降低屋面径流中50%颗粒物和47.9%磷的排放,而氮却需采用不同处理方法。同时,EC和TSS与TN和TP相关关系表明,EC和TSS可分别作为屋面降雨径流溶解态氮和颗粒态磷污染程度检测和评价指示指标。研究结果为有效地去除降雨径流中污染物、降低城市面源污染对水环境的影响,提供了一定的科学依据。     

上海市城区径流污染及控制对策

随着城市点源污染控制程度的提高,雨水径流引起的面源污染日益突出.非渗透性地表径流污染成为城市水体污染的主要来源.对上海市城区非渗透性地表径流进行了为期3年的采样调查,监测了COD、BOD5、SS、NH3-N、TP和TN等污染物指标,并估算了单位面积径流年污染负荷.结合上海市实际情况,提出了城区径流污染控制的综合策略.     

西安市城市主干道路面径流初期冲刷效应

以西安市城市主干道南二环太白路高架桥为路面径流采样区域,采用人工等时间间隔采样方法,在桥梁排水立管对2010年9—11月的3场径流事件进行全程采样,测试径流过程SS、COD、溶解性COD、NH3-N、Pb、溶解性Pb、Zn和溶解性Zn的浓度变化,研究路面径流的初期冲刷效应及其影响因素。结果表明,西安市城市主干道路面径流污染严重,降雨数小时后的末期径流仍具有较高的污染水平;径流过程污染物浓度变化规律与其赋存形态有关,SS、COD、Pb等以颗粒态为主的污染物的浓度随雨强变化剧烈波动,NH3-N、溶解态COD、溶解态Zn等以溶解态为主的污染物浓度变化受雨强影响较小,随径流过程呈逐渐减小趋势;路面径流初期冲刷现象并非普遍存在,与污染物的赋存状态和场次降雨特征密切相关,溶解态污染物易于出现初期冲刷现象,颗粒态污染物是否出现初期冲刷与场次降雨特征有关;测试的3场径流事件初期30%的径流携带的SS、COD、溶解性COD、NH3-N、Pb、Zn和溶解性Zn的负荷占场次径流总负荷的比例分别为21.8%～50.0%、25.5%～49.3%、36.3%～52.6%、52.6%～66.7%、26.8%～45.0%、27.2%～63.4%和36.2%～62.6%,表明仅对初期径流进行治理无法实现对西安市路面径流污染的有效控制。     

城市区域不同屋顶降雨径流水质特征

城市屋顶降雨径流是城市面源污染的主要组成部分之一。为了解城市不同屋顶降雨径流的水质特性,以重庆地区5种屋顶为例进行了20场降雨径流的水质监测。研究结果表明,不透水屋顶降雨径流污染物浓度均随降雨历时的延长而降低,混凝土屋顶降雨径流的COD、TP、TN、NH3-N平均浓度分别是瓦屋顶的1.6、1.7、1.4和1.5倍,且不透水屋顶降雨径流总氮的70%~80%为无机氮,总磷的20%~32%为磷酸盐;浅层屋顶降雨径流COD、TN、TP、NH3-N和NO-3-N浓度分别是深层绿色屋顶的0.25~0.26、0.3~0.5、0.07~0.09、0.3~0.6、0.05~0.06倍,且绿色屋顶降雨径流总氮的60%~80%为硝态氮。前期干旱天数和混凝土屋顶径流中的TN、接骨草屋顶径流中的氨氮浓度呈显著正相关关系,混凝土屋顶径流TP浓度与降雨强度显著正相关,降雨持续时间和瓦屋顶径流TSS平均浓度显著正相关。研究结果为城市建筑屋顶降雨径流的科学管理提供了参考。     

Stormwater runoff quality from different surfaces in an urban catchment in Beijing, China

Urban stormwater runoff quality, widely investigated around the world, has been monitored less in Beijing, China, which impedes the municipal government to use best management practices to protect surface water. In this study, rainwater and stormwater runoff samples from roofs, roads, and a lawn on the campus of the Research Center for Eco-Environmental Sciences (RCEES) (Beijing, China) and from a ring road, with heavy traffic, have been sampled and analyzed for 31 storm events from June 2004 to August 2005. Total suspended solids (TSS), chemical oxygen demand (COD), 5-day biochemical oxygen demand (BOD5), total nitrogen, and total phosphorus concentrations in rainwater and runoff ranged over 2 or more orders of magnitude, meaning that the highest concentration of a certain pollutant did not always occur in a certain kind of runoff. Runoff contained significantly higher concentrations of pollutants than rainwater. On the campus of RCEES, TSS and total phosphorus in runoff samples from the lawn and roads were significantly higher than those from roofs, while the COD, BOD5, and total nitrogen concentrations were not significantly different in runoff among surfaces. Compared with runoff from the roads on campus, runoff from the ring road contained more COD and total nitrogen, but less TSS, BOD5, and total phosphorus. All pollutants measured in runoff from roofs on campus and from the ring road showed a peak concentration in starting runoff, which then decreased sharply. The peak concentrations of COD, BOD5, total nitrogen, and total phosphorus in the roof runoff increased with the increase in time of the antecedent dry period. Thus, urban stormwater pollution control, especially for first-flush control, is of great importance for the full use of rainwater and prevention of water pollution.     

不同地表雨水径流冲刷特性分析

选择北京市某城区典型地表(校园、自行车道、商业街和高架桥)的雨水径流作为研究对象,系统分析了不同地表雨水径流的冲刷特性。分析结果表明:不同地表初期冲刷现象都比较明显,控制不同地表20%的初期雨水可以削减污染物总量的40%～60%,高架桥初期雨水径流中COD、SS和TP浓度最高,校园初期雨水径流中TN浓度最高。不同地表雨水径流的水质优劣顺序为:校园>商业街>自行车道>高架桥。校园和自行车道在整个降雨过程中D50和D90粒径大小相近,分别为30μm和50μm左右,且变化幅度都较小。高架桥和商业街在雨水径流初期D50和D90粒径有明显减小,但后期均出现较大幅度的波动,其粒径明显大于校园和自行车道。上述研究成果对于城市不同地表雨水径流污染控制和场地开发具有重要意义。     

Assessment of vehicular pollution in China

As the motor vehicle population in China continues to increase at an annual rate of approximately 15%, air pollution related to vehicular emissions has become the focus of attention, especially in large cities. There is an urgent need to identify the severity of this pollution in China. Based on an investigation into vehicle service characteristics, this study used a series of driving cycle tests of in-use Chinese motor vehicles for their emission factors in laboratories, which indicated that CO and HC emission factors are 5-10 times higher, and NOx 2-5 times higher, than levels in developed countries. The MOBILE5 model was adapted to the Chinese situation and used to calculate the emission of pollutants from motor vehicles. Results show that vehicle emission is concentrated in major cities, such as Beijing, Guangzhou, Shanghai, and Tianjin. Motor vehicle emissions contribute a significant proportion of pollutants in those cities, with contribution rates of CO and NOx greater than 80% and 40%, respectively, in Beijing and Guangzhou. Urban air quality is far worse than the national ambient air quality standard. In conclusion, although China has a relatively small number of motor vehicles, most of them are concentrated within metropolitan areas, and their emissions are closely related to urban air pollution problems in large cities.     

Improving Urban Air Quality in China: Beijing Case Study

Abstract

China is undergoing rapid urbanization because of unprecedented economic growth. As a result, many cities suffer from air pollution. Two-thirds of China’s cities have not attained the ambient air quality standards applicable to urban residential areas (Grade II). Particulate matter (PM), rather than sulfur dioxide (SO₂), is the major pollutant reflecting the shift from coal burning to mixed source pollution. In 2002, 63.2 and 22.4% of the monitored cities have PM and SO₂ concentrations exceeding the Grade II standard, respectively. Nitrogen oxides (NO_x) concentration kept a relatively stable level near the Grade II standard in the last decade and had an increasing potential in recent years because of the rapid motorization. In general, the air pollutants emission did not increase as quickly as the economic growth and energy consumption, and air quality in Chinese cities has improved to some extent. Beijing, a typical representative of rapidly developing cities, is an example to illustrate the possible options for urban air pollution control. Beijing’s case provides hope that the challenges associated with improving air quality can be met during a period of explosive development and motorization.     

Improving urban air quality in China: Beijing case study

China is undergoing rapid urbanization because of unprecedented economic growth. As a result, many cities suffer from air pollution. Two-thirds of China's cities have not attained the ambient air quality standards applicable to urban residential areas (Grade II). Particulate matter (PM), rather than sulfur dioxide (SO2), is the major pollutant reflecting the shift from coal burning to mixed source pollution. In 2002, 63.2 and 22.4% of the monitored cities have PM and SO2 concentrations exceeding the Grade II standard, respectively. Nitrogen oxides (NOx) concentration kept a relatively stable level near the Grade II standard in the last decade and had an increasing potential in recent years because of the rapid motorization. In general, the air pollutants emission did not increase as quickly as the economic growth and energy consumption, and air quality in Chinese cities has improved to some extent. Beijing, a typical representative of rapidly developing cities, is an example to illustrate the possible options for urban air pollution control. Beijing's case provides hope that the challenges associated with improving air quality can be met during a period of explosive development and motorization.