浅谈我国推行排污许可制度难点及对策

我国排污许可制度推行已有二十余年,但由于在政策设计层面、技术支撑层面及配套保障层面尚有不足之处,排污许可制度在推行过程中遇到很多阻碍,排污许可制度的应用范围、实施效果和改革举措实际落地都还不尽如人意,依然处于难以推广的境地。本文基于对以上各层面存在问题的深入分析,进而指出目前阻碍排污许可制度推行的难点问题及具体成因,其中难点问题主要包括专项法律法规缺失、管理要求落地难、各方权责落实难、多套数据并行、排放标准滞后、部分行业标准缺失、与环境目标未建立响应关系、管理方式落后、数据支撑和人员配备不足等方面。根据前述问题的论证,本文相应提出了推进排污许可制度改革的各项对策措施,并建议排污许可制度应形成上下联动的工作格局,进一步夯实技术支撑基础和完善配套保障措施,以期助力排污许可制度各项改革举措的实际落地,更好地推进排污许可制度的有效实施,建立系统完整、权责清晰、监管有效的管理格局,最终实现排污许可"一证式"管理模式。     

新疆主要污染物减排形势分析

全国SO2和COD的排放量削减10%是国家＂十一五＂规划纲要确定的约束性指标。2006年、2007年连续两年新疆都没有完成国家下达的节能减排指标,主要污染物排放总量仍然呈上升趋势。通过分析,采取大企业大集团战略淘汰落后的工业工艺装置,落实工程减排和技术减排要求即可实现2010年全区总能耗保持在2005年的水平,实现国家对新疆增产不增污的规划定位。在此基础上如能落实管理减排和结构调整减排要求,全区污染物排放量将进一步削减。     

衡水市空气主要污染物体积质量的时间分布特征

利用衡水市环境监测站2005—2007年度大气例行检测的数据,对衡水市大气中主要污染物SO^2、NO^2、PM10体积质量值的逐日数据进行统计分析,得出了衡水市空气污染的现状和时间变化规律：（1）污染物体积质量值的月变化曲线呈槽型分布,非取暖期的空气状况明显好于取暖期,取暖期SO^2平均体积质量是非取暖期的2．45倍;（2）污染物体积质量值的日变化曲线基本为两高两低型,其中取暖期污染指数早晨出现极高值的时间比非取暖期明显偏晚;（3）污染物体积质量值的年变化表明了SO^2的体积质量在降低,而NO^2的体积质量却有了小幅增长。     

微生物降解石油烃污染物的研究进展

对石油烃污染物的生物处理技术进行了较全面的介绍,总结了国内外在该领域的研究成果.重点介绍了石油烃降解微生物种类、石油烃降解酶、环境影响因素以及微生物降解石油烃技术的应用等方面的研究进展.分析了现有研究中存在的不足,并对今后的研究趋势作了预测和展望.     

排污总量核定中的主要问题及解决途径

排放污染物总量核定是排放污染物总量控制中的一项难度很大的基础工作。文章针对目前排污总量核定中存在的环境监测硬件投入不足、体系不完善、可操作性不强、法律效力不够和规范化管理不力等问题 ,提出了排污总量核定应形成一项基本的工作制度 ,应加强排污总量核定体系的运行和监督管理。     

Physical Modeling of Emissions from Naturally Ventilated Underground Parking Garages

The dispersion of pollutants from naturally ventilated underground parking garages has been studied in a boundary layer wind tunnel. Two idealized model setups have been analysed, one was simulating pollutant dispersion around an isolated rectangular building and one was representing dispersion in a finite array of idealized building blocks. Flow and dispersion close to modelled ground level emission sources was measured. The results illustrate the complexity of the flow around buildings and provide insight in pollutant transport from ground level sources located directly on building surfaces. As a result, areas critical with respect to high pollutant concentrations could be visualized. Particularly, the results show high concentration gradients on the surface of the buildings equipped with modelled emission sources. Inside the boundary layers on the building walls, a significant amount of pollutants is transported to upwind locations on the surface of the building. The paper documents the potential of physical modelling to be used for the simulation and measurement of dispersion close to emission sources and within complex building arrangements.     

河流沉积物中有机污染物的分析研究进展

总结了近年来河流沉积物中有机污染物的研究进展 ,集中评述了国内有关沉积物中多环芳烃、有机氯农药和多氯联苯的分析研究现状 ,包括样品采集、样品前处理和样品分析 ,并对今后河流、湖泊及水库沉积物中污染物的分析工作作了展望     

迎难而上 大力推进新疆污染减排工作

在深刻论述新疆地区近年来开展节能减排和总量控制工作情况的基础上,针对我区污染物总量控制工作所面临的形势和问题进行了认真总结,并结合我区今后经济发展要求,为确保完成“十一五”总量控制目标,认真做好“十二五”总量控制工作,提出了加强污染源监督管理、完善考核制度、推进大集团战略及提高环境准入条件等8个方面的对策和建议。     

车内空气污染及控制

近年来,人们越来越关注车内空气污染。但人们对车内空气污染的了解甚少。本文就车内空气污染的污染源、污染物、健康影响、治理措施,相关标准等一系列问题,作系统论述。     

Odor Control for Land Application of Lime Stabilized Biosolids

Over three million dry metric tons of biosolids produced in the United States are land applied as Class B. Lime stabilization is employed for biosolids treatment at approximately 20% of the wastewater treatment plants because it is a simple and inexpensive process. During lime stabilization, the pH of sewage sludge is raised above 12 for pathogen inactivation and odor reduction. Lime dose and mixing have been found to greatly reduce odor generation from lime stabilized biosolids. A better quality biosolids product is less likely to create public opposition to land application programs. In this study, land application tests using Class B biosolids were conducted in order to determine whether better mixing can reduce odor generation during the land application of lime stabilized biosolids. The mixing quality of a treatment plant’s lime stabilized biosolids was improved by relocating the lime addition point, which prolonged the mixing time and produced a better mixed biosolids product. Based on field observations of land application, the poorly mixed biosolids were more odorous and offensive prior to incorporation. However, once incorporated into the soil, there was no appreciable odor difference between the biosolids. Another land application study was conducted to assess the odor of unincorporated Class A biosolids and compare it with incorporated Class A biosolids with the soil.