深孔预裂爆破对含坚硬顶板高瓦斯煤层的综合作用研究

为研究深孔预裂爆破技术在含坚硬顶板高瓦斯煤层开采中的应用,以顾桥矿1123(1)工作面坚硬顶板为研究对象,基于小挠度理论建立了坚硬顶板垮落力学模型,导出了初次来压步距计算式;综合考虑瓦斯抽采需要,对深孔预裂爆破孔进行了优化设计,并在工作面顶板中开展了现场试验研究。结果表明:在工作面推进至27.3m时出现垮落,爆破后钻孔瓦斯流量显著增加,部分提高至30倍以上,瓦斯抽采量提高了3.5倍,初采期间安全回采煤炭25万吨,实现了坚硬顶板控制和卸压增透双重作用。     

鲤鱼对三种硝基芳族化合物的摄取、释放和生物富集

用第二松花江水和鱼体中多次检出的三种硝基芳族化合物来分别测定鲤鱼体中的生物富集系数（ＢＣＦ），摄取和释放动力学参数，以及在肌肉、肠、肝和鳃等组织中的分布。试验在半静态条件下进行。硝基芳族化合物在鲤鱼体内的释放可用双区一级动力学模型很好地描述。鲤鱼对２，４－二硝基甲苯和对硝基氯苯的富集过程中发现有未知的代谢产物生成。     

雨水管道沉积物对径流初期冲刷的影响

为了避免汇水面源头以及分流制雨水管道系统中沉积的大量污染物在降雨时随雨水径流被冲刷进入水体,从而控制径流对水环境构成的冲击性污染,从理论和试验2方面分析了管道径流污染物(汇水面和管道沉积物2个来源)的流失规律.结果表明,汇水面源头污染物流失较符合源头冲刷的指数衰减模型,管道内沉积物流失可用流量曲线模型计算;管道内沉积物占管道径流污染物的比例越大,管道径流的初期冲刷现象越不明显.为了提高径流污染控制设施的效率,宜在源头进行分散控制,并加强雨水管网系统清洁维护,避免污染物的积累.     

对"有毒重金属"实施2种总量控制监管方式的利害分析

首先,必须明确认定：对第一类污染物实施《源头总量控制》是污控执法和促进经济结构改革的保证条件.这种监管方式自2008年《第一次全国污染源普查工业污染源产排污系数手册》公布以来,更具有其切实实施的可行性.《源头总量控制》与《水环境总量控制》两种监管方式既是各自独立、缺一不可,又是相互依赖和相互补充的关系,目前一些地方的规划管理者模糊和混淆了两类污染物和两种监管的内容和方式,笼统以《水环境总量控制》来监管所有污染物,丢弃了《源头总量控制》,使本应严加管理的饮用水水源地丧失了控制第一类污染物的能力.我国《地面水环境质量标准》（GB 3838-88）中第一类污染物的水质指标与我国实际的水环境背景值有很大差距,存在着＂放宽允排量＂和＂价态转化引发危害＂的问题;以一个10 t电解铅的企业为例,证明两种监管方式的铅允排量相差甚大.总之,把第一类污染物与第二类污染物统一实施《水环境容量总量控制》将带来众多的危害,应当严格实施《源头总量控制》与《水环境总量控制》相结合的监管方式.     

浓度效应对卡马西平在生物炭上的吸附动力学影响

为了解人工合成药物在生物炭上的吸附动力学特征及其浓度效应的影响,选择卡马西平(CBZ)为目标污染物。探讨不同初始质量浓度(2、4、25、50 mg·L~(-1))在不同裂解温度(200、300、500℃)下制备的生物炭上的吸附动力学特征。结果表明,双室一级动力学模型可以精确地描述CBZ在生物炭上的吸附动力学特征。CBZ的快室吸附对总体吸附的贡献随初始浓度的增大而减小,而慢室吸附贡献则增大。π-π作用可能对CBZ的吸附贡献较大。孔隙填充可以描述慢室吸附过程,可能是吸附速率的控制环节。     

CRH_1型动车组一等座车厢火源热释放速率研究

为了得到不同通风条件和旅客行李条件下CRH1动车组一等座车厢的火源热释放速率的合理取值范围,以CRH1型动车组一等座车厢为研究对象,以锥形量热仪和大型量热仪测定的高速客车车体内材料和行李的燃烧性能为输入参数,运用FDS软件模拟6种火灾场景下车厢的火源热释放速率随时间的变化规律,分析了通风条件、火灾荷载密度、可燃物间距和行李重量对车厢火源热释放速率的影响。研究结果表明:在不考虑旅客行李时,各种通风条件下车厢最大火灾热释放速率在1.86-4.34MW之间;在车门与车窗开启条件下,与不考虑旅客行李的情况比较,人均携带10、20kg行李时,火源热释放速率分别增加了12.84、15.38MW,增加的幅度分别为570%和684%。     

Characterization of Storm Flow Dynamics of Headwater Streams in the South Carolina Lower Coastal Plain1

Epps, Thomas H., Daniel R. Hitchcock, Anand D. Jayakaran, Drake R. Loflin, Thomas M. Williams, and Devendra M. Amatya, 2012. Characterization of Storm Flow Dynamics of Headwater Streams in the South Carolina Lower Coastal Plain. Journal of the American Water Resources Association (JAWRA) 1‐14. DOI: 10.1111/jawr.12000 Abstract: Hydrologic monitoring was conducted in two first‐order lower coastal plain watersheds in South Carolina, United States, a region with increasing growth and land use change. Storm events over a three‐year period were analyzed for direct runoff coefficients (ROC) and the total storm response (TSR) as percent rainfall. ROC calculations utilized an empirical hydrograph separation method that partitioned total streamflow into sustained base flow and direct runoff components. ROC ratios ranged from 0 to 0.32 on the Upper Debidue Creek (UDC) watershed and 0 to 0.57 on Watershed 80 (WS80); TSR results ranged from 0 to 0.93 at UDC and 0.01 to 0.74 at WS80. Variability in event runoff generation was attributed to seasonal trends in water table elevation fluctuation as regulated by evapotranspiration. Groundwater elevation breakpoints for each watershed were identified based on antecedent water table elevation, streamflow, ROCs, and TSRs. These thresholds represent the groundwater elevation above which event runoff generation increased sharply in response to rainfall. For effective coastal land use decision making, baseline watershed hydrology must be understood to serve as a benchmark for management goals, based on both seasonal and event‐based surface and groundwater interactions.     

Curve Number Derivation for Watersheds Draining Two Headwater Streams in Lower Coastal Plain South Carolina,USA

The objective of this study was to assess curve number (CN) values derived for two forested headwater catchments in the Lower Coastal Plain (LCP) of South Carolina using a three‐year period of storm event rainfall and runoff data in comparison with results obtained from CN method calculations. Derived CNs from rainfall/runoff pairs ranged from 46 to 90 for the Upper Debidue Creek (UDC) watershed and from 42 to 89 for the Watershed 80 (WS80). However, runoff generation from storm events was strongly related to water table elevation, where seasonally variable evapotranspirative wet and dry moisture conditions persist. Seasonal water table fluctuation is independent of, but can be compounded by, wet conditions that occur as a result of prior storm events, further complicating flow prediction. Runoff predictions for LCP first‐order watersheds do not compare closely to measured flow under the average moisture condition normally associated with the CN method. In this study, however, results show improvement in flow predictions using CNs adjusted for antecedent runoff conditions and based on water table position. These results indicate that adaptations of CN model parameters are required for reliable flow predictions for these LCP catchments with shallow water tables. Low gradient topography and shallow water table characteristics of LCP watersheds allow for unique hydrologic conditions that must be assessed and managed differently than higher gradient watersheds.     

煤矿安全管理要素探讨

通过对煤矿安全管理要素的分析强调了以人为本的安全管理思路,针对目前煤矿安全管理中存在的一些误区,结合企业实际和其它煤炭企业管理经验,以及安全管理要素相互作用的理论,提出了以＂人＂为本、以＂物＂保＂人＂、以＂环境＂影响＂人＂的管理方法和工作措施。     

基于第一原理的安全技术及其应用分析

分析了美国Sandia国家实验室在核武器研制过程中提出的基于第一原理的安全技术,总结了其技术要点及和常规安全技术的差异、联系,给出了基于第一原理的安全性设计方法的步骤.通过分析基于第一原理的安全技术在水坝、压力容器中的应用,指出应用于核武器安全性设计的第一原理同样适用于民用高危系统.