焚烧炉医疗垃圾输送装置

焚烧炉医疗垃圾输送装置是专门为医疗垃圾焚烧炉研究设计的配套上料设备.具有体积小,操作方便,实现全自动控制等优点.成功地替代了人工上料方式,有效避免了操作者与物料的直接接触.上料速度均匀可调,有利于保证和提高焚烧效率.清洗、消毒方便,符合有关规范要求.     

研制成功移动式特殊危险废物焚烧炉

北京机电学院高技术股份公司研制成功移动式特殊危险废物焚烧炉，一些特殊危险废物如“毒鼠强”等，由于毒性强、批量小、不便运输等特点，难于集中处理。该设备采用自动上料、自动出灰、自动控温等先进工艺，配有两个燃烧室，焚烧温度为1200℃，并配有半干式喷淋塔、洗涤塔、布袋除尘器等处理设施，焚烧彻底，无二次污染。具有机动性强、焚烧效果好，适合于高毒性、小批量、地点分散的特殊危险废物处理，填补了国内一项空白。     

医疗废物排放统计变量的选择及排放系数的确定

为解决医疗行业废物排放量核定难的问题，通过对医疗机构废物产生量的调查、统计、分析，在确定医疗废物排放统计变量的基础上，得出相应的医疗废物排放系数，以供排污申报医疗废物排放量的核定。     

医疗垃圾的现状及处理对策

在评述各类医疗垃圾危害性及现有处理方法基础上提出，应重视医疗垃圾和生活垃圾的区分，医疗垃圾的最佳处置方法是焚烧，医疗废水的处理方法应建立在科学论证的基础上，并建议尽快出台相应的法规及政策。     

医疗垃圾高压蒸汽消毒器设计

医疗垃圾是一种具有急性生物危害性的危险废物。医疗垃圾高压蒸汽消毒法是一种以饱和蒸汽或过热蒸汽为工质的二次污染物少、简便有效、投资省、运行费用低的处理方法。本文以湖南省长沙市为例，选132℃，200kPa的过热蒸汽为工质，设计了一种用于医疗垃圾集中处理的高压蒸汽消毒器，并对其运行过程作了详细分析。     

天津市医疗废物处置规划及策略研究

以天津市医疗废物管理现状为研究对象，对处置方式进行深入探讨，分析目前分散处置和集中处置存在的缺陷，提出“区域集中处置”设想；并运用模糊决策模型理论，建立较完善的处置方式评价指标体系，应用模糊综合评价模型得出“区域集中处置”是最佳的医疗废物处置方式，同时提出了相应的区域集中处置策略。     

球团竖炉烟尘除尘脱硫净化技术设备

本文介绍了球团竖炉的烟尘排放特性，分析了烟尘回收效益及脱硫，除尘，除雾一体化技术设备，该技术设备是一种紧凑合理，高效耐用，性价比高，管理方便，适合国情的大气环境净化技术设备。     

医疗废物处置单位运营存在的问题及对策

医疗废物污染防治是环境保护工作的重要组成部分,若医疗废物处置不当,将对水体、大气和土壤造成污染,甚至严重威胁人民群众身心健康.在“十一五”期间,中国投入了大量资金用于医疗废物处置设施建设,但大部分医疗废物处置单位的运营存在问题.介绍了医疗废物处置的背景,综合分析了问题产生的原因,提出了完善医疗废物管理的建议.     

韩国医疗废物管理与处置经验分析及启示

为了解和借鉴韩国医疗废物管理经验,系统研究了韩国医疗废物主要法规政策与管理体系、韩国医疗废物分类现状、韩国医疗废物处理系统以及应对新型冠状病毒期间医疗废物管理的特别对策.结果表明,韩国对医疗废物管理已经形成了从分类、保管、运输到处理的全过程管理体系和突发疫情应急体系,且注重源头减量化和在线监管.对照分析了我国医疗废物管...     

测定空气中甲醇的毛细管气相色谱方法研究

使用HP—Wax毛细管柱进行水样分析，甲醇和乙醇分离效果好，该方法的精密度和准确度高，每0.2μL的最低检出限为0．7ng。此法利用了化学工作站，使得分析更简单、方便。     

负载工艺对ACF担载二氧化钛光催化性能的影响

采用分散液中添加环氧树脂黏结剂并进行热处理的方法,制备出活性炭纤维(ACF)担载二氧化钛光催化材料。并对光催化材料的表面形貌和孔结构进行表征,评价复合光催化材料对亚甲基蓝溶液的光催化降解性能。重点探讨了负载方式、负载时间以及光催化剂的添加量等方面对光催化活性的影响。研究表明,当采用浸渍方式、负载时间控制在15 min左右、光催化剂添加量达11 g/L时,ACF/TiO2光催化复合材料中光催化剂负载量最佳,在15%左右,对亚甲基蓝(初始浓度为50 mg/L)的降解效果最好,在2 h内可以达到90%。     

离子液体负载型分子筛的制备及对染料的吸附

为了有效地处理活性黑染料废水,对离子液体负载型分子筛去除水中的活性黑染料进行了研究。首先制备了离子液体负载型吸附材料,分别考察了分散剂种类、离子液体加入量、浸渍时间3种因素对离子液体负载率的影响,确定负载工艺条件为:二氯甲烷作为分散剂、[OMim]BF4离子液体与分子筛质量比1∶2,浸渍时间12 h。其次研究了负载型吸附材料对染料废水的处理效果,考察了吸附材料添加量、溶液pH值、吸附时间对模拟废水活性黑染料去除率的影响,确定吸附工艺条件为:[OMim]BF4离子液体为最佳离子液体、吸附材料添加量0.40 g、pH=6、吸附时间12 h。在此最佳工艺条件下,染料去除率达98.23%。     

Internal ecosystem feedbacks enhance nitrogen-fixing cyanobacteria blooms and complicate management in the Baltic Sea

Eutrophication of the Baltic Sea has potentially increased the frequency and magnitude of cyanobacteria blooms. Eutrophication leads to increased sedimentation of organic material, increasing the extent of anoxic bottoms and subsequently increasing the internal phosphorus loading. In addition, the hypoxic water volume displays a negative relationship with the total dissolved inorganic nitrogen pool, suggesting greater overall nitrogen removal with increased hypoxia. Enhanced internal loading of phosphorus and the removal of dissolved inorganic nitrogen leads to lower nitrogen to phosphorus ratios, which are one of the main factors promoting nitrogenfixing cyanobacteria blooms. Because cyanobacteria blooms in the open waters of the Baltic Sea seem to be strongly regulated by internal processes, the effects of external nutrient reductions are scale-dependent. During longer time scales, reductions in external phosphorus load may reduce cyanobacteria blooms; however, on shorter time scales the internal phosphorus loading can counteract external phosphorus reductions. The coupled processes inducing internal loading, nitrogen removal, and the prevalence of nitrogen-fixing cyanobacteria can qualitatively be described as a potentially self-sustaining "vicious circle." To effectively reduce cyanobacteria blooms and overall signs of eutrophication, reductions in both nitrogen and phosphorus external loads appear essential.     

Project Engineering

Abstract

Screening of biofiltering material for treatment of volatile organic compounds was performed by using a gas stream containing methyl ethyl ketone (MEK) as a target pollutant. Filtering media (FM) for screening were prepared by blending compost (such as pig and cow manure) and filling material (such as fern chips, wheat bran, and bagasse). Results show that a blend of pig manure/fern chips = 9:1 (wt basis) was superior with respect to the stability of the pH and the water-holding capacity of the FM and in the capacity for treating the target compound. Complete removal of the target compound was obtained at an organic loading of 100 g per cubic meter of filtering media per hour. By using the screened FM for treating MEK and toluene, long-term stability (>1,200 hours) and complete removal can be obtained at an organic loading of 50 g per cubic meter of FM per hour for either compound.     

Kinetics of ammonium removal with suspended and immobilized nitrifying bacteria in different reactor systems

The degradation of ammonium by free and immobilized bacteria in different reactor systems was investigated. It was found that the start-up of a nitrifying system is enhanced if a reservoir of immobilized bacteria is present. It was also found that in a single stage system with suspended nitrifying bacteria a stable ammonium removal > 95 % could be established up to an influent ammonium concentration of 1000 mg/1 and a volumetric loading rate (VLR) of 2.3 kg NH₄⁺ m⁻³ d⁻¹. The oxygen uptake rate (OUR) due to nitrification processes was greatly enhanced with increasing volumetric loading rates. Using nitrifying bacteria immobilized on Siran material it was demonstrated that the ammonium degradation rate was directly proportional to the initial ammonium concentration.     

负载型Mn-Ce／TiO2催化剂的制备及其低温脱硝活性

以成型TiO2作为载体,通过浸渍法制备了Mn-Ce／TiO2低温SCR催化剂,并系统研究了制备方法、煅烧条件、活性组分担载量、Mn含量等参数对催化剂催化还原NO性能的影响。结果表明,煅烧温度的升高会促使活性组分结晶度的提高,从而引起催化活性的降低,在500℃和600℃下所得Mn-Ce／TiO2催化剂活性组分为无定型态,表现出较高的脱硝活性。活性组分担载量的增加有利于催化活性的提高。Mn含量对Mn-Ce／TiO2催化剂的活性有较大影响,当Mn／（Mn＋Ce）摩尔比为40％和85％时,催化剂活性最高。     

腐殖质含量对填料净化污水效能的影响

掺入与腐殖垃圾级配相同的砂配置腐殖质含量分别为1.09%、0.87%、0.65%、0.44%和0.01%的5种填料,装填0.5 m厚度的试验柱,构建人工快速渗滤系统处理生活污水,并测定饱和水力渗透系数,研究腐殖质含量对填料净化污水效能的影响。结果表明,在相同的水力负荷（1 m/d）和污染负荷下,5种腐殖质填料对COD和TP的平均去除率存在明显差异,腐殖质含量为1.09%、0.87%和0.65%的3种填料对COD的去除率较腐殖质含量为0.01%的填料均高出14%以上。腐殖质含量与TP去除率呈现正相关性。腐殖质含量最高的填料（1#）其初始K值最大达3.23×10^-2 cm/s,约为腐殖质含量最低的填料（5#）的5倍,其稳定运行时间最长。     

The contribution of particles washed from rooftops to contaminant loading to urban streams

Rooftops are both a source of and a pathway for contaminated runoff in urban environments. To investigate the importance of particle-associated contamination in rooftop runoff, particles washed from asphalt shingle and galvanized metal roofs at sites 12 and 102 m from a major expressway were analyzed for major and trace elements and PAHs. Concentrations and yields from rooftops were compared among locations and roofing material types and to loads monitored during runoff events in the receiving urban stream to evaluate rooftop sources and their potential contribution to stream loading. Concentrations of zinc, lead, pyrene, and chrysene on a mass per mass basis in a majority of rooftop samples exceeded established sediment quality guidelines for probable toxicity of bed sediments to benthic biota. Fallout near the expressway was greater than farther away, as indicated by larger yields of all contaminants investigated, although some concentrations were lower. Metal roofing was a source of cadmium and zinc and asphalt shingles a source of lead. The contribution of rooftop washoff to watershed loading was estimated to range from 6 percent for chromium and arsenic to 55 percent for zinc. Estimated contributions from roofing material to total watershed load were greatest for zinc and lead, contributing about 20 and 18 percent, respectively. The contribution from atmospheric deposition of particles onto rooftops to total watershed loads in stormwater was estimated to be greatest for mercury, contributing about 46 percent.     

Matching of an anaerobic animal waste digester with a dual-fuel generator unit

This paper describes a scientific method for matching an anaerobic fermentation digester using animal dung with a diesel engine power-generating unit, in such a way as to specify the digester capacity to be suitable for various specific energy needs. An experimental model consisting of an Indian-type digester connected to a constant speed, single cylinder 3 kW diesel engine, was designed, constructed and tested in the laboratory to obtain a comprehensive understanding of the performance. The engine was operated with dual fuel (biogas and diesel). A performance map was derived to express the ability of the digester to satisfy the different loading conditions of the engine at different mass ratios of the two fuels. Dimensional analysis was carried out to compile the geometric and operating variables of the digester to establish a relation that can be used to demonstrate the effect of the daily loading on the rate of biogas generation using different digester capacities and different proportions of solids in the fermentation material. The study provides the means to match the geometric and dynamic parameters of a digester to specific power requirements within the applied range.