总量控制区内功能区排放负荷的风频分配法研究

在总量控制A值法（GB／T13201－91）的基础上,考虑了总量控制区“气象资料”和各功能区位置及污染物“影响范围”等因素的影响,提出了“平均下风距离”的概念,从而建立了功能区排污负荷分配方法。通过与面积分配方法相比较,验证了新方法的合理性和有效性。     

Planning waste cooking oil collection systems

This research has been motivated by a real-life problem of a waste cooking oil collection system characterized by the existence of multiple depots with an outsourced vehicle fleet, where the collection routes have to be plan. The routing problem addressed allows open routes between depots, i.e., all routes start at one depot but can end at the same or at a different one, depending on what minimizes the objective function considered. Such problem is referred as a Multi-Depot Vehicle Routing Problem with Mixed Closed and Open Inter-Depot Routes and is, in this paper, modeled through a mixed integer linear programming (MILP) formulation where capacity and duration constraints are taken into account. The model developed is applied to the real case study providing, as final results, the vehicle routes planning where a decrease of 13% on mileage and 11% on fleet hiring cost are achieved, when comparing with the current company solution.     

低温等离子体协同分子筛净化甲苯的性能研究

本文开展了介质阻挡放电等离子体协同分子筛材料在常温常压下氧化甲苯的研究.结果表明,该系统对甲苯的去除效率与应用电压、分子筛种类有关.甲苯转化率随峰值电压的提高而提高,最高去除率可以达到48.1％.分子筛单位吸附量与该系统对甲苯转化率有关,吸附量越大的分子筛,甲苯转化率越高.     

长春市双阳区农村生活污水排放情况分析

双阳区环境监测站与环境监察大队结合双阳区实际,选取双阳区南部低山丘陵区以山河街羊圈村、北部平原区以奢岭镇幸福村和双胜村、东北部水源地准保护区以齐家镇曙光村和长岭村为代表的5个行政村生活污水排放情况进行实地调研,同时对双阳区全区农村生活污水排放情况进行统计,从而得出双阳区各流域生活污水受纳量及受污染情况。     

污染物排放波动特征及对排污许可限值的影响

受生产活动变化的影响,企业的污染物排放具有一定的波动性,制定基于不同时间周期的污染物排污许可限值,是完善企业污染物排放监管的需要。以铁岭市企业在线监测数据为基础,采用短周期排放量与长周期排放量的比值β,研究了企业行业特征和规模对不同周期污染物排放量的影响。结果表明,行业对β值具有重要的影响,铁岭市屠宰行业、煤炭行业和污水处理厂COD日排放量与年排放量的比值β平均值分别为2.82、2.61和1.65,NH-N排放量Cr MDL 3的β平均值分别为2.9、3.49和2.59,表明污水处理厂相比屠宰行业和煤炭行业具有更强的稳定性。从企业规模来看,MDL企业规模较小时,由于生产稳定性差β值波动较大;企业规模较大时,β值趋于稳定。因此,制定不同周期的企业排污许可限值时,应基于不同的行业特征和企业规模给出不同的参考比值。     

基于环境管理的排污许可证内容设计

分析企业环境管理及固定污染源环境行政管理现存的问题,从环境管理角度出发,重新审视排污许可制度内涵,明确了排污许可证内容设计总体思路、原则,重构了排污许可证框架,完善了证照内容设计,为实现排污许可证作为政府环境监管的执法依据、企业环境行为的守法文书、公众环保监督的参与平台提供技术指导。     

Dredged Material Disposal at the Edge of the Florida Current

A field data collection project was undertaken to investigate the short-term fate of dredged material discharged in the designated Miami Ocean Dredged Material Disposal Site (ODMDS) before dredging of the Miami River and the Miami Harbor Turning Basin begins. the designated ODMDS is located in relatively deep water for discharge sites with a typical bottom depth of 150 metres and is also located in the western boundary region of the Gulf Stream current off Miami. Acoustical backscattering, current, particulate, temperature and salinity data were gathered over a three day period from April 24, 1990 through April 26, 1990. the major generic features of shallow-water discharge plumes were observed to be present: (a) the presence of a rapid convective descending plume portion; (b) impact of that plume portion with the ocean bottom and concomitant generation of a bottom surge; (c) rapid horizontal width growth of the descending plume through entrainment; and (d) retention of a residual plume portion within the water column. A well-mixed upper water column layer extending to a depth of 40 to 60 metres below the surface of the ocean permitted measurements of the plume entrainment coefficient free from bottom boundary, water column density gradient, and vertical current shear effects which are usually present in relatively shallow, e.g. less than 40 metres bottom depth, coastal ocean discharge studies. Entrainment coefficient estimates obtained in this study were between 0.5 to 0.7. the residual water plume material was tracked over one-half hour during each of eight discharge events and was transported in a north-northeast direction.     

Dredged Material Disposal at the Edge of the Florida Current

A field data collection project was undertaken to investigate the short-term fate of dredged material discharged in the designated Miami Ocean Dredged Material Disposal Site (ODMDS) before dredging of the Miami River and the Miami Harbor Turning Basin begins. the designated ODMDS is located in relatively deep water for discharge sites with a typical bottom depth of 150 metres and is also located in the western boundary region of the Gulf Stream current off Miami. Acoustical backscattering, current, particulate, temperature and salinity data were gathered over a three day period from April 24, 1990 through April 26, 1990. the major generic features of shallow-water discharge plumes were observed to be present: (a) the presence of a rapid convective descending plume portion; (b) impact of that plume portion with the ocean bottom and concomitant generation of a bottom surge; (c) rapid horizontal width growth of the descending plume through entrainment; and (d) retention of a residual plume portion within the water column. A well-mixed upper water column layer extending to a depth of 40 to 60 metres below the surface of the ocean permitted measurements of the plume entrainment coefficient free from bottom boundary, water column density gradient, and vertical current shear effects which are usually present in relatively shallow, e.g. less than 40 metres bottom depth, coastal ocean discharge studies. Entrainment coefficient estimates obtained in this study were between 0.5 to 0.7. the residual water plume material was tracked over one-half hour during each of eight discharge events and was transported in a north-northeast direction.     

STATE WATER QUALITY CONTROL PROGRAM IN ARIZONA1

ABSTRACT: Arizona's water pollution control program is based on authorties of Arizona Revised Statutes and Public Law 92–500, the Federal Water Pollution Control Act Amendments of 1972. The primary areas of this program are monitoring, facility inspections, plan review, planning, discharge permits and grants for the construction of publicly-owned waste water treatment facilities. The discharge permit program deals with control of point-source discharges and is administered by the United States Environmental Protection Agency. The planning and construction grants programs are administered by the State Water Quality Control Council and are implemented by the Bureau of Water Quality Control, which serves as staff to the Council. There are several challenges that face the State in this program. First is the adaptation of the “eastern law” to deal with Arizona's water quality problems. Second is to address problems caused by a long history of “laissez-faire” environmental quality management. Third is a mutual cooperation and coordination among the many entities involved in water resources management. Areas of particular interest in the State's program is the process setting water quality standards and the involvement of people of diversified backgrounds in the field of areawide planning under Section 208 of the Federal Water Pollution Control Act, which is primarily concerned with non-point sources of water pollution.     

大亚湾开发区排污权交易实施方案研究

为保护大亚湾开发区的环境,充分运用社会主义市场经济手段配置环境资源,提高环保投资效益,在国内外排污权交易研究和实践的基础上,充分考虑环境污染物排放总量控制实施中的经济、技术、管理因素,提出了排污权交易实施的原则、程序等具体方案,明确了环境行政管理部门和企业法人在总量控制实施中的地位、具体行为和关系。研究结果已经在大亚湾开发区应用。