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1.
北京市城市非点源污染特征的研究   总被引:18,自引:1,他引:18  
通过监测降雨径流水质,研究了北京市城市非点源污染的特征。结果表明,北京市城市地表径流水排入任何地表水体都会对其造成污染,且城市地表径流水的大部分水质指标已经达到了污水综合排放的三级标准,因此,我们对待城市地表径流水应该如对待污水一样处理。对于TN、TP、CODCr、BOD5浓度,路面径流要高于屋顶径流,而对于SS浓度,屋顶径流高于路面径流。总磷TP颗粒吸附态的污染物对总污染物的贡献最大,对于路面径流高达83.1%,对于屋顶径流为68.6%,其次是CODCr,总氮TN的颗粒吸附态的贡献较低。通过沉积或过滤去除城市地表径流中的悬浮颗粒物,可以提高城市地表径流的水质。所有污染物随降雨过程变化的总体趋势为雨水初期径流污染物浓度很高,随降雨历时的延长,污染物浓度逐渐下降并趋于稳定。初期径流危害较大。  相似文献   

2.
对北京市城区不同功能区和不同类型的屋面进行三场降雨径流监测,并分析屋面径流污染过程和水质特征。采用降雨径流污染物平均浓度(EMC)分析评价径流污染程度,结果表明径流水质与屋面材质、降雨强度等因素有关,沥青屋面污染较重,降雨强度越大,径流水质越差;三场降雨中污染物浓度随降雨历时总体上呈先升高后降低的变化趋势,初期径流水质较差,存在明显的初始冲刷现象。  相似文献   

3.
天津市区道路地表径流污染特征研究   总被引:3,自引:0,他引:3  
从实际地表径流水质实地监测和实验室分析出发,理论与实践相结合,揭示了天津市区道路地表径流主要污染物的相关性及不同污染物随降雨历时动态变化规律,全年道路地表径流水质季节变化规律,全面剖析了天津市区降雨径流的污染特征,并由此提出相应的处理措施和合理化建议,为天津城市雨水污染控制提供了基础研究.  相似文献   

4.
城市合流制管网降雨径流污染特征分析   总被引:1,自引:0,他引:1  
对北京市老城区合流制管网排除系统下游干管进行降雨径流监测,分析降雨径流和生活污水混合后的水质变化特征,以便为合流制管网污染控制提供数据依据。结果表明北京市合流制管网污染程度较高,其污染过程受降雨过程、管道汇流过程、地表径流污染特征和管道沉积物冲刷等综合影响。  相似文献   

5.
基于目前我国地表水水质自动监测现状,初步探讨了地表水水质自动监测预警方法体系,提出了水质自动监测预警的整体技术路线,搭建基于突变型预警和渐变型预警的多种预警模型组框架,可以实现对单因子、多因子组合,趋势、状态等不同情况的异常水质数据进行预警,保证了预警的可靠性和准确性。通过实例分析,从水质自动监测数据集成、异常数据判定清洗、预警模型建立与运行、预警信息处理等方面介绍了水质自动监测预警的实现方法。  相似文献   

6.
阐述了水质预警的概念,介绍了水环境模型、生物毒性监测和数理统计方法在地表水水质预警中的应用,总结了各种方法的优缺点。分析了水质预警方法目前面临的挑战,并从融合多种预警方法、关联多维多元数据、建立一体化智能模型等3个方面,对水质预警未来的发展方向进行了展望。  相似文献   

7.
Excel在水环境监测数据分析中的应用   总被引:1,自引:1,他引:1  
针对水环境监测数据分析中常用的制图、水质类别判断、综合污染指数计算和湖库富营养化指数计算等方面,用VBA语言编写了在Excel中运行的宏,以提高环境监测数据处理时自动化水平,提高工作效率。  相似文献   

8.
北京市水环境非点源污染监测与负荷估算研究   总被引:6,自引:1,他引:5  
文章对北京全市域范围开展水环境非点源污染监测以及污染负荷估算研究。监测结果表明,天然降雨氨氮、总氮污染程度高;城区典型下垫面降雨径流的有机污染十分严重,其中屋面降雨径流总氮和氨氮污染最严重,路面降雨径流COD和总磷污染最严重;下垫面降雨径流汇入城市排水管网后,由于冲洗下水道中的沉积物,使得水质污染进一步恶化。农业典型小流域面源污染对水质影响也很明显。城市非点源污染负荷估算选用SWMM暴雨径流模型,农业非点源污染负荷模型选用改进的输出系数模型,估算结果表明:城市非点源污染主要来自大气湿沉降、综合用地、路面和屋面等,农业非点源污染主要来自耕地和林地;全市污染物排放总量中,点源排放总量与非点源排放总量基本各占50%左右。为进一步挖掘污染减排空间,完善总量减排体系提供了依据。  相似文献   

9.
近岸海域水质自动监测规范化研究   总被引:2,自引:0,他引:2  
为规范近岸海域水质自动监测,基于近岸海域水质监测要求和质控要求、近岸海域水质自动监测系统特点和近岸海域水质自动监测运行的经验,开展了近岸海域水质自动监测规范化研究,编制了《近岸海域水质自动监测技术规范》(HJ 731—2014),规范了近岸海域水质自动监测系统建设、设备选择、系统验收、日常管理、维护和校准、质量保证和质量控制、数据有效性和上报、监测报告等方面的工作。有利于在标准方法基础上,使中国近岸海域水质自动监测系统的监测数据准确、可靠、可比,有利于近岸海域水质自动监测系统在日常监测中更好地发挥作用。  相似文献   

10.
地表水水质自动监测系统的应用与思考   总被引:1,自引:1,他引:0  
1999年国家环保总局为加强对重点流域省界断面水质变化和出境污染物总量的监控 ,先期在长江、淮河、松花江、太湖等水域的 1 0个省界断面进行试点 ,建设水质自动监测系统。安徽省淮河王家坝水质自动监测站是先期试点的 1 0个水质自动监测站之一。由于水质自动监测系统在该省乃至全国仍处在试运行阶段 ,因此其管理、技术、装备和人才培养等方面尚有急需完善的地方 ,认真分析和思考水质自动监测系统建设中的有关问题 ,有利于今后环境监测能力建设工作的发展。1 水质自动监测系统简介水质自动监测系统的建设和使用包括以下基本内容 :监测目的…  相似文献   

11.
A field monitoring network was set up within the Stamford canal watershed in 1989 to study both the quantitative and qualitative aspects of storm runoff from this urbanised catchment. The data acquisition equipment comprised a continuous recording rain gauge, a water level recorder and an automatic water sampler capable of sampling storm runoff at preset intervals during rainfall events. Water samples were collected after each storm and laboratory tests were carried out on the physical and chemical properties of the storm water. Preliminary findings on the temporal variations of stormwater quality during single storms and the effects of antecedent dry weather period on the quality are presented. The average ranges of some of the significant quality parameters found in the storm runoff were also established. The quality of storm runoff from the catchment under study was found to be of an acceptable level and could potentially be developed as a water catchment area.  相似文献   

12.
13.
通过在典型山地城区重庆北碚区香溪美林区域选择屋面及道路、砖石、绿地3类不同下垫面进行降雨采样监测并结合现有资料,分析初期雨水径流特征。结果表明:2016—2017年重庆北碚区小雨占总降雨天数的80.4%,暴雨仅占1.3%,平均降雨量为9 mm,平均降雨强度为9.75 mm/h,降雨历时以中、短历时(1 h~6 h)为主,多为单峰降雨。降雨初期径流量变化较快,中后期变化平稳。降雨强度相同时,屋面及道路径流量最大,绿地最小。初次径流形成时间随屋面及道路、砖石、绿地依次递增,随降雨强度增强而缩短。  相似文献   

14.
The behaviour of the three organophosphate esters tributyl phosphate (TBP), tris(2-chloroethyl)phosphate (TCEP) and tris(2-butoxyethyl)phosphate (TBEP) during infiltration of river water to ground water has been investigated. The monitoring site is the Oder River and the adjacent Oderbruch aquifer. From March 2000 to July 2001, 76 ground water samples from monitoring wells located close to the Oder River and nine river water samples were collected. Additionally, influent and effluent samples from local waste water treatment plants, one sample of rain water and samples of roof runoff were collected. All samples were analysed by solid-phase-extraction followed by gas chromatography/mass spectrometry. TBP, TCEP and TBEP were detected at mean values of 622 ng l(-1), 352 ng l(-1), and 2955 ng l(-1), respectively in municipal waste water effluents. This points to a major input of these compounds into the Oder River by municipal waste water discharge. The concentrations of TBP and TBEP decreased downstream the Oder River possibly due to aerobic degradation. TBP, TCEP and TBEP were detected in ground water influenced predominantly by bank-filtered water. This demonstrates a transport of organic compounds by river water infiltration to ground water. TBP, TCEP and TBEP were also detected in rain water precipitation, roof runoff and ground water predominantly influenced by rain water infiltration. This hints to an input of these compounds to ground water by dry and wet deposition after atmospheric transport. Organophosphate esters were also detected in parts of the aquifer at 21 m depth. This demonstrates low anaerobic degradation rates of TBP, TCEP and TBEP.  相似文献   

15.
基于数据驱动的水质预测模型存在局限性,对突发水质异常事件的预测效果不佳。该研究选取钱塘江南源流域马戍口监测断面为研究对象,综合采用相关性分析方法对水质异常事件的主要影响因素进行分析,明确流域内、外因及土壤条件对水质异常指标的影响程度,探究造成模型局限性的深层原因。结果表明:异常水质的影响因素及其耦合机制复杂多变,异常浊度受降雨量、径流量的直接影响更大,异常高锰酸盐指数与温度、降雨量相关关系更明显,而总磷、总氮的异常变化与相对湿度、降雨量、径流量具有相关关系。研究结果对于提高气候变化背景下的水质预报能力具有重要的参考价值,可为自然流域水污染防治提供科学参考。  相似文献   

16.
Copper sheeting is a common roofing material used in many parts of the world. However, copper dissolved from roof sheeting represents a source of copper ions to watersheds. Researchers have studied and recently developed a simple and efficient model to predict copper runoff rates. Important input parameters include precipitation amount, rain pH, and roof angle. We hypothesized that the length of a roof also positively correlates with copper concentration (thus, runoff rates) on the basis that runoff concentrations should positively correlate with contact time between acidic rain and the copper sheet. In this study, a novel system was designed to test and model the effects of roof length (length of roof from crown to the drip edge) on runoff copper concentrations relative to rain pH and roof angle. The system consisted of a flat-bottom copper trough mounted on an apparatus that allowed run length and slope to be varied. Water of known chemistry was trickled down the trough at a constant rate and sampled at the bottom. Consistent with other studies, as pH of the synthetic rainwater decreased, runoff copper concentrations increased. At all pH values tested, these results indicated that run length was more important in explaining variability in copper concentrations than was the roof slope. The regression equation with log-transformed data (R 2 = 0.873) accounted for slightly more variability than the equation with untransformed data (R 2 = 0.834). In log-transformed data, roof angle was not significant in predicting copper concentrations.  相似文献   

17.
介绍了河流重油泄漏事故的应急监测,包括监测方案制定、监测点位设置、分析对象确定、跟踪监测、数据分析等。重油污染可通过监测水体中的石油类进行。监测结果表明,重油泄漏事故在短期内对水环境造成了严重影响,清除完全后,水体可逐步恢复正常。重油污染具有一定的持久性,在事发后需要对水体进行长期的跟踪监测。  相似文献   

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