珠海空气中可吸入颗粒物(PM10)的时空变化特征

选取2000年6月-2001年5月珠海空气中PM10的观测数据,分析其在3个监测点(香洲、前山和吉大)的时空演变特征.结果表明,珠海PM10的年均质量浓度为40 μg/m\+3(校正后为52 μg/m\+3),低于国家PM10的二级质量标准,与国内外其他城市相比,珠海PM10相对较低,表明珠海的大气颗粒物污染轻微.2001年4月14,15日珠海PM10日均值显著增高,达到92,127 μg/m\+3,对比香港及北方粉尘源区的颗粒物浓度及气团轨迹分析结果可知,珠海也受到了北方沙尘暴的影响.3个站点的PM10月均质量浓度变化主要表现为夏、秋季低,冬、春季高.珠海市大气PM10的日变化形式以白天高、夜晚低为主.      

北京春季强沙尘过程前后的激光雷达观测

利用激光雷达、PM_2.5和地面气象要素等综合观测资料,分析了北京地区2012年3月30—31日的强沙尘过程前后的天气形势和PM_2.5的污染特征,反演了雷达探测期间得到的消光系数,探讨了沙尘过程中气溶胶的时空分布特征及输送特征. 结果表明:沙尘过境时,地面风速最大达到6m/s,沙尘沉降时ρ(PM_2.5)增至289μg/m3,相对湿度和能见度明显降低,大气低层逆温和近地面风速等气象条件对沙尘影响地面的时间和程度起到了重要作用;沙尘层雷达反演的气溶胶消光系数最大为0.96km-1,偏振比最大为0.4,近地面消光系数变化与地面ρ(PM_2.5)变化规律吻合较好,其探测可以精确反映不同天气形势下气溶胶的垂直结构和时空变化信息;高空输送至北京的沙尘以粗颗粒物为主,细粒子主要来源于本地及周边地区细粒子源;西北方向的内蒙及外蒙地区沙尘输送是导致此次北京强沙尘过程的主要原因.      

流速对雨水管道中沉积物-水界面磷的释放及其释放速率的影响

通过实验室模拟研究了进水流速对雨水管道中沉积物-水界面间磷释放规律的影响,得出不同流速条件下沉积物-水界面磷交换的平衡时间,拟合出上覆水磷的平均浓度和沉积物中磷最大累积释放量与流速的关系曲线,并采用连续函数计算方法通过现场采样和实验分析进行不同流速下雨水管道沉积物-水界面磷交换速率的研究,最后根据实验得出的交换速率值,以一条雨水管线为例估算了不同进水流速下沉积物中磷释放总量.结果表明,流速的增大会促进沉积物中磷的释放,且上覆水总磷平均浓度及磷释放最大量随流速的增大而呈指数式增长,对应的指数方程分别为y=1.2194e0.5983x和y=0.436e0.7928x.在实验工况下,流速为0.3、0.5、0.7、0.9和1.1 m.s-1对应的磷平均释放速率分别为0.62、1.04、2.51、2.85和4.09 mg.m-.2min-1;对应的磷释放总量的估算值分别为3410.00、5720.00、27610.00、31350.00和61861.25 mg.     

新疆沙尘暴环境影响监测网络体系建设探讨

探讨了新疆沙尘暴环境影响监测网络建设的目的、意义,并探索性地提出以新疆环境监测中心站为中心,博尔塔拉、哈密、吐鲁番、巴音郭楞、阿克苏、喀什、和田环境监测站为分支的“梅花型”新疆沙尘暴环境影响监测网络体系。     

ACCUMULATION OF AS,NI, CU,AND PB IN RETENTION AND RECHARGE BASINS SOILS FROM URBAN RUNOFF1

ABSTRACT: The accumulation of arsenic, nickel, copper, and lead in the soil profile was determined beneath five urban storm-water retention/recharge basins used by the Fresno Metropolitan Flood Control District, California. Soils were sampled from the surface to the first zone of saturation and compared with soils from an adjacent un-contaminated control site. These elements were found to be accumulating in the first few centimeters of basin soil and are important to the effectiveness of a specific best management practice, i.e., the retention and recharge of urban storm water. Study basins in use since 1962, 1965, and 1969 had lead contents in the 0–2 cm soil depth interval‘of 570, 670, and 1400 mg Pb/kg soil, respectively. The median indigenous soil lead concentration was 4.6 mg/kg soil. The practice of removing excess flood runoff water from two basins by pumping apparently is a factor in reducing the accumulation rate of these elements in the surface soils of the basins.     

海平面上升对长江三角洲地区的影响评价研究

气候变暖导致的全球性海平面加速上升严重威胁着沿海国家和地区的持续发展。作为世界五大三角洲之一的长江三角洲及其邻近地区，其地势低平，人口稠密，经济发达，因而所受海平观上升的威胁更加严重。根据ＩＰＣＣ拟定的方案，对于未来海平面另速上升所造成的沿海地区脆弱性影响评价，取海平面上升３０、６５和１００ｃｍ三种情况进行研究，本地区内岸段是我国海岸侵蚀最为严重的岸段。长江口的潮水上溯使盐水入侵、造成水质恶化，海     

Variation of Nitrogen Concentrations in Stormpipe Discharge in a Residential Watershed1

Abstract: Use of lawn chemicals in residential areas may contribute nonpoint source (NPS) pollutants, such as nutrients, pesticides, and herbicides to streams. We conducted a 2‐year screening study of discharge in stormwater pipes in the Wissahickon Valley Watershed (suburban Philadelphia) using nitrogen as an indicator of lawn chemical use. Stormwater samples representing first flush and composite runoff were collected approximately twice a month using automatic samplers triggered by rise in water level during storms. The runoff collected by the stormpipes was from neighborhoods with 15‐100 residences, and from 2 to 18 ha (5‐45 acres). Several factors were examined to evaluate the effects on nitrate concentration. These factors included time of sampling (season), number of homes, total area, size of the storm, and time since last storm. Nitrate levels were generally less than 5 mg/l, but still above background in typical undeveloped areas. Concentrations were slightly higher in the first summer than during a drought in the second year, but the difference was not statistically significant. There was a positive correlation between size of the neighborhood (capture area) and peak concentration of nitrate. Storm characteristics (size of storm and time since last storm) did not correlate with nitrate concentrations. The variation in both space and time suggests that a more local control may be a factor. Although individual lawn chemical applications were not monitored, they may influence the timing of increased loading. Furthermore, the variability indicates that quarterly monitoring will not capture discharge characteristics of storm basins.     

URBAN RUNOFF: POLLUTION SOURCES,CONTROL, AND TREATMENT1

This paper reviews progress on urban storm water management and pollution control, with emphasis on non- and low-structurally intensive techniques along with the total system approach encompassing control-treatment. Many of the U.S. Environmental Protection Agency's demonstration-evaluation projects are presented to exemplify: Land Management Techniques, i.e., land use planning, best use of natural drainage, dual use of retention and drainage facilities required for flood control designed concurrently or retrofitted for pollution control, porous pavement, surface sanitation, and chemical use control; Collection Systems Control, i.e., catchbasin cleaning, flow regulators (including swirl and helical devices), and the new concepts of elimination or reduction of unauthorized cross-connections, in-channel/conduit storage and/or other forms of storage for bleed-back to existing treatment plants; Storage including in-receiving water storage; Treatment, i.e., physical/chemical, disinfection, and a treatment-control planning and design guidebook; Sludge and Solids Residue from Treatment; and Integrated Systems, i.e., storage/treatment, dual-use wet-weather flow/dry-weather flow facilities, and reuse of stormwater for nonpotable purposes. Recommendations for the future in the areas of: control based on receiving water impacts, toxics characterization and their control, sewer system cross-connections, integrated stormwater management, and institutional/sociological/economic conflicts are also presented.     

STORM WATER RUNOFF QUALITY FROM THREE LAND-USE AREAS IN SOUTH FLORIDA1

ABSTRACT: Storm water runoff studies of three small basins (20, 40, and 58 acres) in the Fort Lauderdale area of Florida were conducted by the U.S. Geological Survey in 1974–78. The basins were homogeneously developed with land uses being: commercial, single family residential, and high traffic volume highway. Synchronized data were collected for rainfall, storm water discharge, storm water quality, and bulk precipitation (rainfall plus dry fallout) quality. Analysis of the storm water discharge data showed that most runoff was from impervious areas hydraulically connected to drain inlets. Regression analyses of the storm water discharge and water quality data indicated that storm loads from the single family residential area correlated strongly with peak discharge and length of antecedent dry periods. Storm loads from the highway area correlated strongly with rainfall and less strongly with peak discharge and antecedent dry periods. Storm loads from the commercial area correlated strongly with peak discharge and rainfall, and less strongly with antecedent dry periods. On a unit area basis, the single family residential area yielded the largest loads of nitrogen, phosphorus, and dissolved solids. The commercial area yielded the largest loads of lead, zinc, and chemical oxygen demand. Yields of carbon were about the same for the three areas. Constituent loadings derived directly from the atmosphere were estimated on the basis of bulk precipitation samples and compared with storm runoff loads from the highway and commercial areas.