水解(酸化)工艺预处理难降解有机废水应用技术分析

本文对水解(酸化)工艺进行了原理分析,论述了该工艺的优缺点,以及对后续工艺的影响.分析论述了该工艺对几种典型的难降解有机废水的降解机理.认为水解(酸化)作为难降解有机废水的预处理工艺具有很高的推广应用价值.     

车辆限行对道路和施工扬尘排放的影响

采用降尘法对道路和施工扬尘排放进行连续监测,通过限行之前和限行期间数据分析,研究了“好运北京”体育赛事期间机动车交通限行措施对道路和施工扬尘的消减情况、道路和施工扬尘对北京大气环境颗粒物的贡献率、道路和施工扬尘源占本地颗粒物排放总量的比重.结果表明,车辆限行措施对降低道路和施工扬尘的效果明显;环路限行期间降尘量平均值为0.27 g·(m²·d)^-1,限行之前1个月和限行之前7d降尘量平均值为0.81和0.59 g·(m²·d)^-1,主干道和次干道限行期间降尘量平均值为0.21 g·(m²·d)^-1,限行之前1个月和限行之前7 d降尘量平均值为0.54和0.58 g·(m²·d)^-1,道路降尘量下降了60%～70%;限行期间民用建筑施工降尘量平均值为0.27 g·(m²·d)^-1,限行之前20 d为1.15 g·(m²·d)^-1,限行期间公用建筑施工降尘量平均值为1.06 g·(m²·d)^-1,限行之前20 d为1.55 g·(m²·d)^-1,施工降尘下降30%～47%;道路和施工扬尘是北京市颗粒物污染的主要来源,其对环境PM₁₀的贡献率为21%～36%;当本地污染源PM₁₀排放量占环境总量的50%和70%时,道路和施工扬尘PM₁₀排放量分别占本地污染源的42%～72%和30%～51%.     

锦州市环境信息化建设发展初探

近年来,锦州市环境信息化建设得到飞速发展,形成了基本满足环保业务需求的信息服务体系。但由于信息技术的不断推陈出新,锦州市环境信息化建设面临更高的发展要求。结合信息化技术的发展现状论述了锦州市环境信息化建设的发展方向,即通过信息整合使信息化建设上升到更高水平。     

宜万铁路某隧道溶腔段帷幕注浆施工技术

应用帷幕注浆施工方法处理宜万铁路某隧道溶腔,根据现场地质条件提出了具体的施工方案、工艺要点及施工方法,并对注浆参数、注浆工艺流程、注浆材料、注浆设备、注浆施工过程和注浆控制标准等     

深圳市清水河垃圾焚烧厂周围地区优势植物的汞污染研究

为研究垃圾焚烧厂对周围植物的汞污染状况,分析了深圳市清水河垃圾焚烧厂周围优势植物茎叶以及土壤的总汞浓度.结果表明,该垃圾焚烧厂周围的优势植物均受到一定程度的汞污染,叶总汞浓度为0.0309~0.2467 mg.kg-1,平均值为0.0948 mg.kg-1,所选择的6种优势植物叶总汞的浓度:台湾相思豺皮樟马占相思大叶相思木荷梅叶冬青;茎总汞浓度为0.0074~0.1196 mg.kg-1,平均值为0.0417 mg.kg-1.同种植物茎叶总汞浓度呈显著正相关,而植物茎叶的总汞浓度与土壤总汞浓度并无显著相关性;在该垃圾焚烧厂主导风向的下风向,距污染源的距离和地形差异共同对烟气扩散浓度产生影响,而植物茎叶总汞浓度变化则与烟气扩散浓度的空间分异格局基本吻合.上述结果充分证明,本研究区内烟气-叶的交互作用在植物与环境的汞交换中占据主导地位.     

全程高温好氧堆肥快速降解城市生活垃圾

为了提高堆肥处理城市生活垃圾（MSW）的速率和质量,设计了一种外加热源的全程高温好氧堆肥工艺.实验以全程高温好氧堆肥和传统好氧堆肥两种方法对MSW进行了60d的堆肥处理.同时,监测了堆肥的pH和温度等参数的变化情况,并以C/N、种子发芽率(GI)、可溶性有机碳(DOC)、比好氧速率(SOUR)和脱氢酶（DH-ase）活性为指标评价了堆肥的腐熟度和质量.结果表明,全程高温堆肥法和传统堆肥法的堆肥周期分别为16d和28d,两种方法得到的产品其pH值均在7左右.在第31d将全程高温堆肥产品置于30℃恒温箱时,其理化性质没有出现明显波动,说明其堆肥产品性质稳定.因此,全程高温好氧堆肥法能明显缩短堆肥周期、提高堆肥质量,具有很大的应用潜力.     

Prospects for carbon-neutral housing: the influence of greater wood use on the carbon footprint of a single-family residence

This paper examines the energy and carbon balance of two residential house alternatives; a typical wood frame home using more conventional materials (brick cladding, vinyl windows, asphalt shingles, and fibreglass insulation) and a similar wood frame house that also maximizes wood use throughout (cedar shingles and siding, wood windows, and cellulose insulation) in place of the more typical materials used – a wood-intensive house. Carbon emission and fossil fuel consumption balances were established for the two homes based on the cumulative total of three subsystems: (1) forest harvesting and regeneration; (2) cradle-to-gate product manufacturing, construction, and replacement effects over a 100-year service life; and (3) end-of-life effects – landfilling with methane capture and combustion or recovery of biomass for energy production.The net carbon balance of the wood-intensive house showed a complete offset of the manufacturing emissions by the credit given to the system for forest re-growth. Including landfill methane emissions, the wood-intensive life cycle yielded 20 tons of CO₂e emissions compared to 72 tons for the typical house. The wood-intensive home's life cycle also consumed only 45% of the fossil fuels used in the typical house.Diverting wood materials from the landfill at the end of life improved the life cycle balances of both the typical and wood-intensive houses. The carbon balance of the wood-intensive house was 5.2 tons of CO₂e permanently removed from the atmosphere (a net carbon sink) as compared to 63.4 of total CO₂e emissions for the typical house. Substitution of wood fuel for natural gas and coal in electricity production led to a net energy balance of the wood-intensive house that was nearly neutral, 87.1 GJ energy use, 88% lower than the scenario in which the materials were landfilled.Allocating biomass generation and carbon sequestration in the forest on an economic basis as opposed to a mass basis significantly improves the life cycle balances of both houses. Employing an economic allocation method to the forest leads to 3–5 times greater carbon sequestration and fossil fuel substitution attributable to the house, which is doubled in forestry regimes that remove stumps and slash as fuel. Thus, wood use has the potential to create a significantly negative carbon footprint for a house up to the point of occupancy and even offset a portion of heating and cooling energy use and carbon emissions; the wood-intensive house is energy and carbon neutral for 34–68 years in Ottawa and has the potential to be a net carbon sink and energy producer in a more temperate climate like San Francisco.     

废弃钻井液固化处理pH值控制措施

提出了在原有固化处理技术的基础上,根据钻井泥浆原样pH值的高低,在固化材中适量加入酸性盐类混凝剂有效控制pH值的方法。采用此方法后,废弃钻井液的固化处理效果好,能够满足环保标准要求。     

仓面浇筑立体空间冲突致灾过程建模与伤害评价*

为定量评价大坝浇筑过程空间冲突致灾事故后果,通过对缆机运输典型情景进行危害能量运动分解,确定在水平和竖直方向运动方式,阐述危害能量在流动路径相互转化形式;根据能量守恒定律,分析危害能量在吊罐与承灾体碰撞接触之间转移规律,将吊罐与人头部接触过程抽象为带强阻尼的弹簧振子系统,建立危害能量与碰撞冲量相等的动量方程,量化空间冲突致灾后果。结果表明:吊罐坠落危害能量极大,产生的碰撞冲击力与吊罐的运输速度、高度呈正相关,与阻力系数呈负相关,风速、载重对其影响较大。对比2种不同碰撞情景发现,机械碰撞因顶部承载力缓冲,对人头部产生伤害远小于直接碰撞,并对碰撞结果分级评价,研究结果可为大坝浇筑交叉作业空间冲突致灾风险评价提供参考。     

高寒地区露天矿排土场稳定性分析研究*

为分析高寒地区露天排土场稳定性,以乌努格吐山铜钼矿排土场为工程背景,结合室内试验并利用GeoStudio及FLAC3D软件对边坡进行模拟计算分析,给出边坡治理有效措施。结果表明:前3次冻融循环对散体物料的抗剪强度影响显著,后期影响则趋于稳定;6个剖面的安全系数普遍大于1.2,在地下水的干扰下,各剖面安全系数普遍下降,尤其是剖面E-E,其安全系数低于1,存在滑坡风险;水对边坡的安全性影响较大,其次提出削坡治理及布置抗滑桩措施,当边坡角度削减至31°时,边坡的安全系数增至为1.383;抗滑桩增至8根时,安全系数增加至1.296,这些措施对边坡的治理皆起到积极作用。研究结果可为高寒地区矿山安全开采提供技术支持。