下向进路回采钢筋混凝土假顶稳定性分析

〗为确保下向进路采场高效安全回采,采用ABAQUS的损伤塑性模型对下向进路钢筋混凝土假顶进行稳定性分析,得到假顶的应力与位移分布规律,分别从假顶的应力分布、变形量对不同进路尺寸及假顶厚度的影响进行比较分析。结果表明,进路假顶产生的最大拉应力（089MPa）小于混凝土层的抗拉强度（127MPa）;最大压应力（416 MPa）小于混凝土层的抗压强度（119MPa）;假顶底部最易被拉裂位置为偏离假顶中央(05~1)m处;钢筋承载了大部分拉应力,受拉性能得到充分利用。在进路尺寸为3m×3m或者4m×3m时假顶厚度取06m,进路尺寸为4m×4m时假顶厚度取08m,假顶最大拉应力值均未超过混凝土的抗拉强度值,此时假顶较为稳定,便于进路维护与提高回采强度。研究结果对下向进路采场的安全生产提供技术保障。     

压力容器定期检验体积缺陷高度的简易检测

利用曝光曲线和胶片特性曲线,推导了焊缝内部体积缺陷高度的计算公式,缺陷高度计算公式适应于焊缝表面比较平滑的体积型缺陷计算。通过测量缺陷处底片黑度、缺陷附近焊缝处底片黑度、缺陷附近母材处底片黑度、缺陷附近焊缝高度,可以用公式计算焊缝内部体积缺陷高度,该公式能够应用于未焊透和条状夹渣的高度测定,并在压力容器定期检验时对未焊透和条状夹渣缺陷安全状况进行定级。     

基于水资源耦合价值的绿色水价模型及其应用——以下辽河平原为例

为了准确体现水资源价值的差异性、动态性及其整体性,提出基于绿色核算的水资源耦合价值评价指标体系及绿色水价模型。以下辽河平原为例,引入可变模糊综合评价法,结合熵值法和层次分析法对水资源耦合价值进行评价,计算该区水资源天然价值系数、附加价值系数、经济价值系数、社会（公益）价值系数、生态价值系数及环境价值系数,据此得出绿色水价标准：城乡居民生活用水为3.54 元/m³,农村居民生活用水（暂行）为132 元/（a·人）,农工商服务业用水为6.14 元/m³,农田灌溉用水（暂行）为0.79 元/m³,行政事业用水为4.72 元/m³,园林绿化用水为7.34 元/m³,特种行业用水为12.33 元/m³。各行政分区水资源耦合价值及各单项价值的评价结果基本符合该区客观实际,绿色水价模型体现了区域水资源禀赋,反映了经济社会发展及生态环境等对水资源的需求。     

API Standard 521 new alternative method to evaluate fire relief for pressure relief device sizing and depressuring system design

Since the 1950's, API Standards have provided guidance on determining relief loads for equipment exposed to pool fires. The API method is empirical based on tests performed in the 1940's. There is increasingly widespread interest in analytical methods based on heat transfer principles to model fire heat input. The API committee agreed to include an analytical method in the 6th edition of API Standard 521 to establish relief loads for pressure relief devices and to design depressuring systems for the fire scenario. The analytical method provides more flexibility than the empirical method but has limitations (e.g., too many permutations are possible leading to potential under-sizing of the pressure relief device).This paper discusses the basis for the empirical method in API Standard 521 and provides comparisons of the empirical and analytical method with two more recent large-scale pool fire tests. This pool fire test data indicates that the empirical method will provide a conservative estimate of pool fire heat input for most applications and is still the method of choice when designing pressure relief systems. However, these recent tests indicate the empirical method needs to be modified when a vessel or equipment is partially confined by adjacent embankments or walls equal or greater than the vessel height. In such cases, the wetted area exponent should be 1.0 instead of 0.82.The analytical method is useful in determining time-versus-temperature profiles for heating unwetted vessels of varying wall thicknesses and materials of construction. These profiles, which depend upon the type of fire (e.g., unconfined pool fire, jet fire, etc.), can be combined with tensile strength and stress-rupture data to specify a depressuring system's pressure-versus-time profile. This will minimize failure and/or mitigate the effects of failure due to overheating from fire exposure.     

黄冈长江干堤防渗方法研究

讨论了黄冈长江干堤堤身土质状况,对黄冈长江干堤堤基土层结构进行了分类。通过渗流计算提出了黄冈长江干堤典型断面堤基防渗加固处理措施。针对黄冈长江干堤堤基土层结构的特点,提出了黄冈长江干堤堤基防渗加固处理的原则,黄冈长江干堤加固的重点是堤基的防渗加固处理,应根据渗流计算的结果,考虑到堤防周围的地理、地质环境及人文社会因素,通过方案比较确定出合理的堤基防渗加固方案。由于黄冈长江干堤所在堤段的堤基透水层一般为砂壤土和粉细砂,因此黄冈长江干堤不宜于采用排渗井或减压沟进行堤基防渗。     

Leaching characteristics of bisphenol A from epoxy-resin pavement materials

We investigated the leaching characteristics of bisphenol A (BPA) from two kinds of epoxy-resin pavement materials, one containing epoxy resins (EPs) and the other containing epoxy-acrylate resins (EPAs). Both samples contained residual BPA monomer, at levels of 9.0?µg?g^?1 for the EP resin sample and 4.4?µg?g^?1 for the EPA resin sample. These amounts were larger than amounts previously measured for polycarbonate samples. The amount of BPA leached from the samples increased with temperature. The leaching of BPA from EP was more strongly affected by temperature than the leaching from EPA. The pH also affected the amount of leached BPA. The maximum leached amount was observed under alkaline conditions (pH 10.8) for both sample types. The amounts of BPA that might leach from pavement materials during 1?h of heavy rain were estimated to be 0.9?µg?m^?2 for EP and 3.5?µg?m^?2 for EPA. Our results indicate that EPs disposed of in waste landfills without any treatment may be a source of BPA in leachate at landfill sites.     

Testicular DNA synthesis inhibition—an in vivo system for the detection of mutagenic and carcinogenic chemicals

By binding covalently to DNA chemical mutagens and carcinogens inhibit replication, which can be measured as a decrease in thymidine incorporation into DNA. This DNA synthesis inhibition (DSI) has been determined in testicular cells of mice for a large number of compounds and has been found to correlate very well with their known mutagenic and carcinogenic properties.

Not only could this test give a qualitative answer about potential carcinogenicity or mutagenicity, but, with regard to its in vivo characteristics, could furthermore give an indication of the carcinogenic and mutagenic potency and thus be of use in the risk evaluation of chemical substances; the relationship between the DNA synthesis inhibition and the underlying alkylation of guanine ‐0⁶ by different methylating agents is demonstrated.

As toxic effects decrease thymidine incorporation, too, means are discussed for distinguishing between “true”;, mutagenic, and “false”;, cytotoxic, DNA synthesis inhibition.

In conclusion, the implications of including the DSI‐test in a battery of mutagenicity tests are outlined.     

多米诺事故情景下的区域环境风险评价

将多米诺效应纳入化工区环境风险评价中,采用扩展概率模型和蒙特卡洛模拟的方法计算多米诺事故的概率,运用大气和水扩散模型模拟污染事故的后果,进而利用地理信息系统分析在多米诺事故情景下的区域环境风险水平.结果表明,研究区域67.5%的风险源能引发二次事故,平均每个初始事故引发9.58次二次事故、17.21次三次事故.二次事故情景和三次事故情景下的区域环境风险值分别是一次事故的6.40倍和12.33倍,多米诺效应明显放大了区域环境风险值,应成为今后风险防范的重点.     

基于国内实测燃煤电厂烟气汞排放估算的不确定度

参照测量不确定度评定与表示的国家技术规范,基于近年来我国燃煤电厂常规污控设备协同脱汞的现场测试数据(文献报道和实测值)及各省原煤w(汞)的实测值,初步构建了国内燃煤电厂烟气汞排放不确定度的计算方法,并以2010年的燃煤量、污控方式布局为基础,计算了该年度汞排放的不确定度. 结果表明:2010年我国燃煤电厂烟气汞排放的总不确定度为48.8t,占平均排放总量的34.3%;其中60.2%源于污控设备脱汞效率的不确定度,39.8%源于原煤w(汞)的不确定度;采用ESP(静电除尘)、ESP+WFGD(静电除尘+湿法脱硫)、SCR+ESP+WFGD(选择性催化还原脱硝+静电除尘+湿法脱硫)和FF(袋式除尘)大气污控组合的机组各存在6.0、32.2、9.7和0.9t的烟气汞排放不确定度,分别占各对应机组烟气汞排放量的19.3%、32.8%、84.6%和53.6%,其中SCR+ESP+WFGD污控组合烟气汞排放的相对不确定度最大. 随着我国烟气脱硝工作全面推行,2015年以后,SCR+ESP+WFGD污控措施(组合)的机组所占比例将会提高到66%以上,如果仍以现有数据为基础,则来自SCR+ESP+WFGD污控措施(组合)机组的烟气汞排放不确定度将会大幅增加,因此急需增加对该类装置脱汞效率的实测样本数量.      

我国原铝冶炼行业温室气体排放模型

我国原铝冶炼行业产业集中度较低,生产水平参差不齐,随着国内原铝产量不断增加,原铝行业碳排放及其计算方法备受关注. 针对我国原铝冶炼过程原料类型、能源结构复杂的特点,对国内外已有碳排放核算框架进行细化,从物料、工序、工艺3个层面构建了复杂的原铝冶炼系统温室气体排放计算模型. 在广泛文献调研的基础上,选取典型原铝冶炼企业开展现场调研及专家咨询,进而形成模型的基础数据库. 利用上述模型对我国2011年原铝冶炼过程碳排放进行核算. 结果表明:综合考虑氧化铝生产工艺结构、电解铝行业分布区域的电网能源结构,我国原铝冶炼系统CO₂排放因子(以铝锭计)为14.70t/t. 电解铝生产过程电耗相关排放占70%,南方电网区域电解铝生产电耗相关CO₂排放分别比华中、华北地区低13%、30%. 原铝冶炼行业可通过优先选用碳排放因子较低的物料、淘汰落后氧化铝工艺、开发引进低温低电压工艺技术等手段,进一步实现物料、工序及工艺的多层次温室气体减排.