论工业固体废物全过程总量控制

针对我国目前实施工业固体废物排放量总量控制存在的问题,结合国内外研究进展和趋势,提出了工业固体废物的全过程总量控制概念,即：基于工业固体废物的最小产生量、最大综合利用量、最大处理处置量、最小排放量这一连续的、全过程的总量控制程序,并就典型案例介绍了全过程总量控制的两种方法（物质流核算控制法,环境规划控制法）。     

大气污染总量控制规划智能决策支持系统的开发与研究

对大气污染总量控制规划智能决策支持系统的开发步骤和总体结构做了介绍。并描述了该系统中的知识库系统、模型库系统、数据库系统和图形库系统的设计思想,特别是对知识库的构造进行了较详细的叙述。还介绍了神经网络技术在该系统中的应用。指出大气污染总量控制规划智能决策支持系统将为大气污染总量控制提供更科学、更合理、更有效的规划方案。     

1961—2010年广西气温变化对全球变暖的响应

利用广西88 个气象站1961—2010 年的年平均气温和年极端最高、最低气温数据,运用GIS 技术、气候倾向率以及Mann-Kendall 突变检验方法对广西近50 a 气温的时空变化特征及突变特征进行分析。结果表明:在全球变暖影响下, 近50 a 广西全区年平均气温和年极端最高、最低气温总体上均呈上升趋势,其中年平均气温和年极端最低气温的气候倾向率均达到了极显著水平;年平均气温和年极端最高气温的突变时间分别为2001 年和2003 年,均比极端最低气温(1984 年) 晚了近20 a 左右;年极端最高和最低气温存在非对称变化。时空分布图表明,区域平均值忽略了研究区域内的差异,尽管近50 a 来广西气温区域平均值的总体变化呈上升趋势,但不同时期各地区间气温变化的趋势和幅度各有差异。     

磁絮凝-吸附技术对黑臭水体中浊度、氨氮和总磷的去除效果及机理

采用磁絮凝-吸附技术开展了同步去除黑臭水体浊度、氨氮和总磷(TP)实验。在磁絮凝阶段,通过聚合硫酸铁(PFS)、磁粉(MPs)和聚丙烯酰胺(PAM)复配使用,利用电荷中和作用去除浊度和TP;同时,利用化学吸附沉淀去除TP;在此阶段中,当PFS、MPs、PAM的投加量分别为16.00、100.00、2.20 mg·L⁻¹且以PFS+MPs在快速阶段先投加,PAM在慢速阶段后投加的顺序投配时,絮凝效果达到最佳。在吸附阶段,吸附剂质化壳聚糖-沸石(PCZ)主要通过离子交换作用去除氨氮以及通过静电吸附作用去除TP;当PCZ的投加量为1.25 g·L⁻¹时吸附效果达到最佳。利用所研究的磁絮凝-吸附技术对实际黑臭水体进行处理,其出水浊度能达到城镇污水处理厂污染物排放一级标准(≤10.00 NTU),TP和氨氮也分别能满足地表水环境质量Ⅲ类标准(≤0.20 mg·L⁻¹)和Ⅴ类标准(≤2.00 mg·L⁻¹)要求。     

Temporal and Spatial Trends in Nutrient and Sediment Loading to Lake Tahoe,California‐Nevada,USA

Since 1980, the Lake Tahoe Interagency Monitoring Program (LTIMP) has provided stream‐discharge and water quality data—nitrogen (N), phosphorus (P), and suspended sediment—at more than 20 stations in Lake Tahoe Basin streams. To characterize the temporal and spatial patterns in nutrient and sediment loading to the lake, and improve the usefulness of the program and the existing database, we have (1) identified and corrected for sources of bias in the water quality database; (2) generated synthetic datasets for sediments and nutrients, and resampled to compare the accuracy and precision of different load calculation models; (3) using the best models, recalculated total annual loads over the period of record; (4) regressed total loads against total annual and annual maximum daily discharge, and tested for time trends in the residuals; (5) compared loads for different forms of N and P; and (6) tested constituent loads against land use‐land cover (LULC) variables using multiple regression. The results show (1) N and P loads are dominated by organic N and particulate P; (2) there are significant long‐term downward trends in some constituent loads of some streams; and (3) anthropogenic impervious surface is the most important LULC variable influencing water quality in basin streams. Many of our recommendations for changes in water quality monitoring and load calculation methods have been adopted by the LTIMP.     

CHANGING RAINFALL-RUNOFF RELATIONSHIPS IN THE URBANIZING PEACHTREE CREEK WATERSHED,ATLANTA, GEORGIA1

ABSTRACT: Peachtree Creek is a gaged watershed that has experienced a substantial increase in urbanization. The relationships of runoff to rainfall were studied for total annual flows, low flows, and peak flows. For each type of flow the relationship in the later, more urbanized period was compared to that in the earlier, less urbanized period. An increase in total runoff in wet years was observed as urbanization increased, but a decrease occurred during dry years. For low flows a similar decrease of runoff in dry years was found. An increase in peak runoff was observed over most of the range of precipitation. Increasing peak flows and declining low flows can be adequately explained by urban hydrologic theoryshed. which focuses on the effects of urban impervious surfaces upon direct runoff and infiltration. However, a decline of total runoff in dry years can be explained only by taking into account evapotranspiration as well. The concept of advectively assisted urban evapotranspiration, previously discovered by climatologists, is needed to explain such a loss of total runoff. Urban hydrologic theory must take into account vegetation and evapotranspiration, as well as impervious surfaces and their direct runoff, to explain the magnitude of total annual flows and low flows. Urban stormwater management should address the restoration of low flows, as well as the control of floods.     

Escherichia coli Concentrations in Urban Watersheds Exhibit Diurnal Sag: Implications for Water‐Quality Monitoring and Assessment

The variability of indicator bacteria over a fine resolution time scale on the order of minutes has yet to be fully understood. In this study, we collected more than 700 Escherichia coli samples at a 10‐ and 30‐min resolution in an urban watershed in Houston. A Bacteria Diurnal Sag (BDS) marked with daytime exponential decay followed by an exponential nighttime regeneration was observed. This pattern was observed during all sampled events but varied depending on other variables. The concentrations during a 24‐h period varied 1 to 5 orders of magnitude and the fecal load was at least 10 times lower than what would be obtained using a single morning E. coli measurement, the typical sampling scheme in most monitoring programs. Decay rates, ranging from 3.67 to 24.7/day, decreased E. coli concentrations to below the water‐quality standards from 14:00 to 18:00 h and were strongly influenced by water temperatures and solar radiation intensities. Rapid regeneration occurred on the order of 9.41 to 64.1/day allowing E. coli concentrations to return to their pre‐decay levels. The data indicated that four to six samples taken between 06:00 and 18:00 h may be sufficient to define the BDS depending on stream conditions, and that a threshold concentration of approximately 100 MPN/dl (most probable number in a deciliter) existed for the studied urban watershed. These findings have significant implications for water‐quality monitoring, regulation, and compliance.     

基于前景理论的地铁施工灾后重建方案决策研究

为解决地铁施工灾后有限重建方案的多属性决策问题,以技术先进性、工程造价、工期、对周围居民的生活的影响及环境保护措施可靠性作为决策属性指标,采用考虑决策者参照依赖、损失规避和敏感性递减等心理行为特征的多属性决策分析方法—前景理论,以综合前景值的大小作为评价指标,进行重建方案的选择,计算结果与工程实际较吻合。该研究方法可用于灾后重建方案的决策问题,为决策者提供了理论参考和决策依据。     

太阳光/电-Fenton法降解H-acid的表观动力学研究

进行了太阳光/电-Fenton法降解染料中间体H-acid模拟废水的表观动力学研究,通过对不同初始H-acid浓度和Fe2+浓度体系以及不同初始电压浓度体系反应的分析,确定该反应的表观动力学方程和动力学参数,为该技术降解H-acid废水优化反应条件提供了依据.结果表明,在固定初始pH值、支持电解质Na2SO4为0.10...     

Fast,cheap, and imperfect? US public opinion about solar geoengineering

ABSTRACT

Solar geoengineering, which seeks to cool the planet by reflecting a small fraction of sunlight back into space, has drawn the attention of scientists and policymakers as climate change remains unabated. Unlike mitigation, solar geoengineering could quickly and cheaply lower global temperatures. It is also imperfect. Its environmental impacts remain unpredictable, and its low cost and immediate effects may result in ‘moral hazard,’ potentially crowding out costly mitigation efforts. There is little understanding about how the public will respond to such tradeoffs. To address this, a 1000-subject nationally representative poll focused on solar geoengineering was conducted as part of the Cooperative Congressional Election Study (CCES) of the US electorate in October–November 2016. The importance that individuals place on solar geoengineering’s speed and cost predicts their support for it, but there is little to no relationship between their concerns about its shortcomings and support for its research and use. Acquiescence bias appears to be an important factor for attitudes around solar geoengineering and moral hazard.