南昌市区初期雨水污染研究与防治对策

随着城市污水和工业废水等点源污染控制水平的提高，城市非点源污染的严重性日益表现出来，是仅次于农业非点源污染的第二大污染源．降雨后在形成的地表径流中污染物的浓度与未经处理的城市污水基本相同，成为我国城市水体水质恶化的主要原因之一．在充分调查研究之后，分析了南昌市区非点源特征，探讨了非点源污染控制的主要对策和措施，以便为该地区城市非点源污染供科学依据．     

平原感潮河网地区非点源污染监测方法

平原感潮河网地区非点源污染严重以及交叉污染等特性，造成了严重的环境污染和环境安全问题。由于非点源污染监测资料不完善，相关研究的深度、广度以及监测管理存在不足，确定非点源污染大小、少资料区域污染定量化预测等问题都是亟待解决的难点。以南通平原感潮河网地区为例，对非点源污染中的不确定性及监测方法进行探讨，提出分别针对平原河网圩区和平原河网非圩区的非点源污染监测方法。     

城市非点源污染的现状与防治措施

本文主要介绍了城市非点源污染的特点、来源和危害，并根据其特点，提出了防治非点源污染的措施。     

城郊地表水环境非点源污染分析及研究进展

结合滇池流域城郊非点源污染状况,从污染物来源和特点出发,对目前研究较多的城市非点源污染和农业非点源污染进行了详细分类和系统归纳,综述了国内外研究现状,展望了滇池流域城郊非点源污染治理的重点方向.现有研究表明,目前城郊结合地区经济发展迅速,污染控制管理相对落后,两种非点源污染同时存在,建议重视该类地区的污染治理,加强污染监督控制管理.     

平原感潮河网地区非点源污染负荷匡算

平原感潮河网地区非点源污染严重,由于具有交叉污染等特性,造成了整个平原河网存在严重的环境污染和环境安全问题。构建了大尺度非点源污染负荷匡算模型,对南通平原河网地区非点源污染负荷进行了匡算。根据不同的产污方式,将非点源污染分为城镇降雨径流污染、畜禽养殖污染、农田降雨径流污染、农村生活污染和水产养殖污染等5种类型,分别计算其流失过程。     

苏北地区农业非点源氮磷污染对水体的影响研究

通过对连云港市农业非点源氮磷污染对水环境影响的研究,掌握了连云港市农业非点源氮磷污染情况及氮磷在土壤中的转化机制,监测分析了水环境氮磷污染现状及氮磷对水环境的影响途径,提出了控制农业非点源氮磷对水体环境污染的措施。     

北京市水环境非点源污染监测与负荷估算研究

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。     

贵州农业非点源污染土壤重金属含量特征及区域差异性研究

贵州农用地土壤在长期的耕作过程中,承载大量的重金属污染物,影响土壤质量。采集了贵州东部、南部、中部、北部主要农业非点源重金属污染区土壤样品进行检测。结果表明,贵州农业非点源重金属污染物主要是Hg、Pb,贵州省农业非点源污染土壤中重金属累积污染程度Hg＞Pb＞Cd＞As＞Cr。各地区污染物种类和程度不同,重金属As污染为中部地区较高,农业土壤Hg、Pb污染主要集中在中部和东部地区,Cd污染主要发生在南部区域。     

连云港蔷薇河非点源污染的调查分析

调查分析蔷薇河非点源废水排放情况,结合相关统计资料,核算出蔷薇河非点源废水污染物的排放量。结论表明,农田回归水污染是蔷薇河水体非点源污染的主要因素。     

基于3S技术的桂林市南溪河污染现状调查

城区小流域常是水污染较重的区域,又是污染源密集的地方,其非点源污染的监测与评估,需要实用方法。本调查基于3S技术,开展流域的监测与评价,包括空间定位的精度控制、非点源的遥感分类解译、采用排污系数对非点源污染评估、对污染源及污水管网做GIS空间分析。结合水质监测进行污径比和水环境容量的评价。重点讨论了城区人口解译方法和污染源评估方法,探讨典型城区非点源污染监测的思路。     

Effect of spatial variability of storm on the optimal placement of best management practices (BMPs)

It is significant to design best management practices (BMPs) and determine the proper BMPs placement for the purpose that can not only satisfy the water quantity and water quality standard, but also lower the total cost of BMPs. The spatial rainfall variability can have much effect on its relative runoff and non-point source pollution (NPSP). Meantime, the optimal design and placement of BMPs would be different as well. The objective of this study was to discuss the relationship between the spatial variability of rainfall and the optimal BMPs placements. Three synthetic rainfall storms with varied spatial distributions, including uniform rainfall, downstream rainfall and upstream rainfall, were designed. WinVAST model was applied to predict runoff and NPSP. Additionally, detention pond and swale were selected for being structural BMPs. Scatter search was applied to find the optimal BMPs placement. The results show that mostly the total cost of BMPs is higher in downstream rainfall than in upstream rainfall or uniform rainfall. Moreover, the cost of detention pond is much higher than swale. Thus, even though detention pond has larger efficiency for lowering peak flow and pollutant exports, it is not always the determined set in each subbasin.     

Relationship between landscape characteristics and surface water quality

The effects of landscape characteristics on surface water quality were evaluated in terms of land-use condition, soil type and slope. The case area, the Chichiawan stream in the Wulin catchment in Taiwan, is Formosan landlocked salmon's natural habitat. Due to the agriculture behavior and mankind's activities, the water and environmental quality has gradually worsened. This study applied WinVAST model to predict hydrological responses and non-point source pollution (NPSP) exports in the Wulin catchment. The land-use condition and the slope of land surface in a catchment are major effect factors for watershed responses, including flows and pollutant exports. This work discussed the possible variation of watershed responses induced by the change of land-use condition, soil type and slope, etc. The results show that hydrological responses are highly relative to the value of Curve Number (CN); Pollutant exports have large relation to the average slope of the land surface in the Wulin catchment.     

Role of Geographic Information System (GIS) in Watershed Simulation By Winvast Model

The uncertainty of modeling input will increase the simulation error, and this situation always happens in a model without user-friendly interface. WinVAST model, developed by the University of Virginia in 2003, treats an entire multi-catchment by a tree-view structure. Its extra computer programs can connect geographic information system (GIS). Model users can prepare all the necessary information in ArcGIS. Extracting information from GIS interface can not only decrease the inconvenience of data input, but also lower the uncertainty due to data preparation. The Daiyuku Creek and Qupoliao Creek in the Fei-tsui reservoir watershed in Northern Taiwan provided the setting for the case study reported herein. The required information, including slope, stream length, subbasin area, soil type and land-use condition, for WinVAST model should be prepared in a Microsoft Access database, which is the project file of WinVAST with extension mdb. In ArcGIS interface, when the soil layer, land-use layer, and Digital Elevation Model (DEM) map are prepared, all the watershed information can be created as well. This study compared the simulation results from automatically generated input and manual input. The results show that the relative simulation error resulting from the rough process of data input can be around 30% in runoff simulation, and even reach 70% in non-point source pollution (NPSP) simulation. It could conclude that GIS technology is significant for predicting watershed responses by WinVAST model, because it can efficiently reduce the uncertainty induced by input errors.     

实行水污染物总量控制制度中污染源监督性监测的几点考虑

本文就污染物排放总量控制所必须进行的监测网络建设;计量设备配置;污水流量和污染物浓度同步监测,监测频度、监测计量;规范制定提出了具体建议.     

用微机控制的唐山市大气环境自动监测系统

本文报导了唐山市应用微机对大气环境自动监测系统控制的经验体会。     

乌鲁木齐市烟尘控制区验收监测结果分析

通过对验收监测结果的分析，找出了乌鲁木齐市烟尘控制区的烟尘排放特点并提出了相应的建议。     

兰州市区大气中TSP及其成分含量的测定与变化规律的研究

报导了兰州市一年内大气中TSP及其成分含量的监测结果、污染程度和变化规律,为兰州市进一步治理大气污染,加强环境管理,提高环境质量提供了科学依据。     

乌鲁木齐市主要街道空气中一氧化碳污染规律的研究

本文通过对影响街道空气中一氧化碳污染的因素进行了大量的监测及综合分析,找出乌鲁木齐市主要街道空气中一氧化碳的污染规律,为控制我市汽车污染提供科学依据.     

乌鲁木齐市大气TSP中苯并（a）芘及碳质成分的测定与变化规律的研究

报导了乌鲁木齐市两年内大气TSP中苯并(a)芘及碳质成分含量的分析结果、污染程度及变化规律,为乌鲁木齐城市环境综合整治定量考核,加强环境管理,进一步防治大气污染提供了科学依据.     

奎屯市区城市废水排污系统网络化的探讨

根据奎屯市区城市废水的排放量大、排污口多、污染物浓度高以及排污下水管道污水处理设施的建成现状等特点，提出了以污水处理厂为治理中心，市区排污管道网络化的改造设想、存在问题及对策。