Mass concentrations and temporal profiles of PM10, PM2.5 and PM1 near major urban roads in Beijing

Mass concentrations of PM₁₀, PM_2.5 and PM₁ were measured near major roads in Beijing during six periods: summer and winter of 2001, winter of 2007, and periods before, during and after the 2008 Beijing Olympic Games. Since the control efforts for motor vehicles helped offset the increase of emissions from the rapid growth of vehicles, the averaged PM_2.5 concentrations at roadsides during the sampling period between 2001 and 2008 fluctuated over a relatively small range. With the implementation of temporary traffic control measures during the Olympics, a clear “V” shaped curve showing the concentrations of particulate matter and other gaseous air pollutants at roadsides over time was identified. The average concentrations of PM₁₀, PM_2.5, CO and NO decreased by 31.2%, 46.3%, 32.3% and 35.4%, respectively, from June to August; this was followed by a rebound of all air pollutants in December 2008. Daily PM₁₀ concentrations near major roads exceeded the National Ambient Air Quality Standard (Grade II) for 61.2% of the days in the non-Olympic periods, while only for 12.5% during the Olympics. The mean ratio of PM_2.5/PM₁₀ near major roads remained relatively stable at 0.55 (±0.108) on non-Olympic days. The ratio decreased to 0.48 (±0.099) during the Olympics due to a greater decline in fine particles than in coarse-mode PM. The ratios PM₁/PM_2.5 fluctuated over a wide range and were statistically different from each other during the sampling periods. The average ratios of PM₁/PM_2.5 on non-Olympic days were 0.71.     

隧道半横向排烟模式下不同排烟口分布的温度场数值模拟研究

结合某过江盾构隧道,基于三维流体动力学模拟仿真软件平台,建立三维仿真模型,研究火灾发生在隧道盾构段典型区段时,排烟开口在火源上下游不同的分布模式时烟气层的温度场分布。通过分析模拟结果可知:随着火源上游排烟开口逐步增加,火源上游烟气逆流长度和蔓延速度都相对稳定而后又逐步增长,火源下游的烟气蔓延长度先减小而后又基本趋于稳定,下游烟气沉降高度则有所升高;火源位置处正上方温度则随着上游排烟开口的个数逐步增加而逐渐升高。而从其他的排烟开口变化模式模拟结果可知:随着排烟开口面积或者开口间距的逐步增大,烟气蔓延的速度先增加而后又逐步减小,且开口间距为30m左右时烟气蔓延速度相对较慢;排烟开口宽高比对烟气蔓延影响较小。所获得的结论将有助于相关类型工程的设计和管理。     

下向测压钻孔封孔技术研究

目前复杂煤层赋存条件下下向钻孔测定煤层瓦斯压力普遍面临钻孔封孔效果不理想、煤层瓦斯压力测定失败、钻孔进水损坏压力表等问题。针对此,提出了一种新的测压封孔技术即联合持续增压二级封孔测压技术,阐述了该工艺的基本原理,配制了新型发泡水泥和封孔粘液,并进行了工业性试验。试验结果表明,应用该项技术能够有效地动态封堵发育中的裂隙从而实现准确快速测压。     

钻井井喷失控因素分析及预防对策

井喷失控是钻井中的灾难性事故,有必要开展井喷失控研究,找到井喷失控发生的原因和提出防止井喷失控的对策。在统计分析1970年到2009年间中石油发生在钻进过程中的48例井喷失控事故的基础上,通过对防喷器、节流压井管汇、套管、井喷后爆炸起火等井喷失控因素分析,并利用MLS法对上述各种井喷失控因素危险值进行评估。最后,根据井喷失控因素分析和危险值评估结果,结合现有的钻井井控设计,提出了防止钻井井喷失控的对策。     

聚氨酯-水泥带压注水封孔测压技术研究

基于传统上向钻孔测压技术的分析,提出一种新型上向孔测压技术—聚氨酯—水泥带压注水封孔测压技术。该技术利用气体渗透性大于液体的弱点,变传统封堵漏气通道为封堵液体泄漏通道,降低封堵漏气难易程度,提高测压成功率;同时利用水作为动力介质和辅助封孔材料,实现主动测压和钻孔带压注浆,隔绝钻孔瓦斯与外界环境的直接接触,提高系统本身测压的可靠性。通过理论分析及与常用测压技术对比表明,该技术用于煤层瓦斯压力测定是完全可行的。     

矿井通风网络复杂度与风机控制力量化计算

为了探究矿井通风网络复杂度与风机控制力的关系,提出分支关联度、最小距离、通风网络复杂度和风机控制力的概念。利用vCad2.0进行数字实验,对网络复杂度与风机控制力的关系进行定量研究。结果表明:随着网络复杂度的增加,矿井通风系统的有效风量率减小,且认为该值减小到60%时,视为风机控制力的极限,此时网络拓扑结构为风机所能控制的最大网络复杂度。地面集中供风时,同时工作的中段数量存在上限,最大值为7。将结论用于某有色金属矿进行实证研究,找出该矿深部中段通风困难的原因,为矿井进一步整改提供理论依据。     

输气管道小孔泄漏压力响应实验与仿真研究

管道压力是进行泄漏速率和泄漏后果模拟的重要参数,搭建泄漏及气体扩散测试实验系统,并建立实验系统的Flowmaster模型,通过实验数据对模型进行验证,验证结果表明,可以基于Flowmaster模型预测小孔泄漏条件下管道内的压力响应情况,并且能够较为精确的计算泄漏稳定后管内的平均压力,为小孔模型准确计算泄漏速率提供理论依据。     

珠江三角洲机动车排放控制措施协同效应分析

预测了2015年珠江三角洲机动车空气污染物和温室气体排放量,设计了6类单一控制、技术控制、结构控制以及综合控制措施的情景,并运用基准线年排放清单编制和协同效应坐标系法分析了污染物与温室气体减排的协同效应.结果表明,按目前机动车保有量增长趋势,2015年污染物和温室气体将以18%~120%的幅度增加;各控制措施下污染物和温室气体排放量均有下降,且均具有正向的协同效应,但减排的贡献差异较大.6类单一控制措施中淘汰黄标车和结构性控制措施分别对各污染物和温室气体的削减效果最明显,减排幅度均在40%以上,且正向协同效应突出,但相比其他措施,结构性控制措施实施难度大.     

日本琵琶湖污染源系统控制及其对我国湖泊治理的启示

琵琶湖富营养化全面有效的控制得益于对流域污染源的系统控制. 琵琶湖流域污染源系统控制包括通过立法与监管严格控制工厂与企业的污水排放、城镇污水管网与大型污水处理设施的高度覆盖、农业集落污水处理设施的全覆盖三部分,流域污水处理系统的全覆盖及高度处理技术的普及是其最为成功的经验之一. 琵琶湖流域城镇下水道普及率达86.4%,主要污染物——TN、TP及COD_Mn的去除率分别高达90.0%、98.7%及94.6%. 琵琶湖流域同时实施了净化槽普及、设置农业集落排水处理设施、初期雨水净化处理及农田循环灌溉等具有地方特色的面源治理对策. 通过综合治理,琵琶湖主要入湖污染负荷明显减少,与1985年相比,2012年COD_Mn点源污染负荷减少了76.8%,TN减少了45.5%,TP减少了65.6%. 与之比较,我国的湖泊治理存在的问题主要包括有针对性的地方排放标准的缺失及执法力度的不足、城镇污水深度处理及运营管理技术上的差距、面源污染对策的严重不足.      

Villains,victims, and heroes: Accounting for the roles human activity plays in LOPA scenarios

When a team is analyzing a LOPA scenario, the team needs to consider all three roles played by human interaction in the scenario: that of cause, as a result of human error; that of receptor, both in terms of safety impacts (inside the fence line) and community impacts (outside the fence line); and that of independent layer of protection (IPL), considering both administrative controls and human responses. Frequently, the nature of these three roles are inter-related, and setting guidance that is internally consistent is important to using LOPA to assess risk rather than as a means to game the analyses to simply achieve a wished-for result.A number of criteria have been proposed to quantify human involvement, typically as cause, as receptor, or as IPL. Establishing a framework to look at all three in a unified way is more likely to result in analyses that are consistent from scenario to scenario.This paper describes such a framework and presents it in a way that allows organizations to review their own criteria for quantifying human involvement in LOPA. It also examines some of the published LOPA criteria for human involvement and looks at them in terms of consistency of approach between evaluation of cause, receptor, and IPL. Finally the paper makes suggestions to use in calibrating LOPA methodologies to achieve consistent and believable results in terms of human interaction within and between scenarios that have worked for other organizations.