小煤柱巷道围岩变形的力学机理及演化过程研究

为研究小煤柱巷道围岩变形力学机理与演化过程,以石槽村矿某回风巷为研究对象,采用理论分析、FLAC3D数值模拟以及现场实测等方法,分析小煤柱条件下巷道围岩变形的主要影响因素以及表征特点。研究结果表明:侧压系数为巷道围岩变形的主控因素;侧压系数与巷道顶底板位移量呈正比关系,与两帮位移量呈反比关系;回风巷每次受采动影响时,变形可分为巷道稳定阶段、位移分化阶段以及位移加速变化阶段;围岩变形主要发生在一次采动影响时,此时巷道变形呈现明显的不对称,左右两帮的位移量差异明显,巷道的中心位置明显偏移。研究结果可为小煤柱巷道围岩支护提供技术参考。     

离心式机械振动台基本参数设计计算方法的探讨

该文叙述了离心式机械振动台的工作原理,提出了计算思路和方法;推导了其计算公式;并根据工程的实际情况,把复杂的计算公式,简化成代数运算式。     

VOCs气体在活性炭上的二元吸附过程研究

采用穿透曲线法研究了4种VOCs在活性炭上的的二元吸附过程。研究表明:对于甲苯-苯、甲苯-丙酮、甲苯-乙酸乙酯、苯-丙酮、丙酮-乙酸乙酯二元吸附体系,吸附过程存在置换作用,即随着高沸点组分在床层内吸附量的逐渐增加,相对挥发性大的低沸点组分重新汽化而脱附,出现高沸点组分置换低沸点组分的现象,表现为被置换组分的穿透曲线上出现峰值。之后随着高沸点组分吸附趋于饱和,置换作用停止,低沸点组分吸附也趋于平衡。但对于沸点相近的苯-乙酸乙酯二元体系,吸附过程没有明显的置换现象。吸附量的计算结果表明,有机物在二元体系中的吸附量较同等条件时的单组分吸附量均有不同程度的降低,其中被置换组分降低程度较大,但总吸附量可近似按照浓度为二元组分总浓度低沸点组分的平衡吸附量的近似法计算,平均误差为7.9%。     

Dip-angle influence on areal DNAPL recovery by co-solvent flooding with and without pre-flooding

A two-dimensional (2D) laboratory model was used to study effects of gravity on areal recovery of a representative dense non-aqueous phase liquid (DNAPL) contaminant by an alcohol pre-flood and co-solvent flood in dipping aquifers. Recent studies have demonstrated that injection of alcohol and co-solvent solutions can be used to reduce in-situ the density of DNAPL globules and displace the contaminant from the source zone. However, contact with aqueous alcohol reduces interfacial tension and causes DNAPL swelling, thus facilitating risk of uncontrolled downward DNAPL migration. The 2D laboratory model was operated with constant background gradient flow and a DNAPL spill was simulated using tetrachloroethene (PCE). The spill was dispersed to a trapped, immobile PCE saturation by a water flood. Areal PCE recovery was studied using a double-triangle well pattern to simulate a remediation scheme consisting of an alcohol pre-flood using aqueous isobutanol ( approximately 10% vol.) followed by a co-solvent flood using a solution of ethylene glycol (65%) and 1-propanol (35%). Experiments were conducted with the 2D model oriented in the horizontal plane and compared to experiments at the 15 degrees and 30 degrees dip-angle orientations. Injection was applied either in the downward or upward direction of flow. Experimental results were compared to theoretical predictions for flood front stability and used to evaluate effects of gravity on areal PCE recovery. Sensitivity experiments were performed to evaluate effects of the alcohol pre-flood on PCE areal recovery. For experiments conducted with the alcohol pre-flood and the 2D model oriented in the horizontal plane, results indicate that 89-93% of source zone PCE was recovered. With injection oriented downward, results indicate that areal PCE recovery was 70-77% for a 15 degrees dip angle and 57-59% for a 30 degrees dip angle. With injection oriented upward, results indicate that areal PCE recovery was 57-60% at the 30 degrees dip angle, which was similar to PCE recovery for injection in the downward flow direction. Lower areal PCE recovery at greater dip angles in either direction of flow was attributed to DNAPL swelling and migration, flood front instabilities and bypassing of the displaced fluid past the extraction wells during the alcohol pre-flood. Additional results demonstrate that the use of an alcohol pre-flood can be beneficial in improving DNAPL recovery in the horizontal orientation, but pre-flooding may reduce areal recovery efficiency in dip-angle orientations. This study also demonstrates the use of theoretical perturbation (fingering) analysis in predicting NAPL recovery efficiency for flooding processes in remediating aquifers with dip angles.     

地震液化引起的地面大变形对桥梁桩基的影响研究综述

根据国内外文献资料,主要就地震高烈度区液化引起的地面侧向大变形对桥梁桩基的影响的研究现状进行分析,总结了地面大变形引起的震害情况、液化诱发地面大变形的机理及液化大变形的预测方法、桥梁桩基的震害和液化大变形对桥梁桩基的影响、桥梁桩基抗地面大变形的措施,以及存在问题和研究思路。     

Kalman最优平滑器在滑坡位移监测数据处理中的应用

针对传统方法中利用Kalman滤波器来处理物体的形变数据存在精度低的缺点,依据Kalman平滑比滤波的精度要高的原理,提出了将滑坡形变的估计问题视为Kalman平滑问题,而不仅仅是Kalman滤波问题;利用Kalman最优平滑器来处理滑坡位移监测数据,可使滑坡预测预报的精度得到较大提高,并在此基础上给出了一种固定区间平滑算法;最后,以龙羊峡龙西滑坡为例进行了实例分析,结果表明本文提出的方法是可行和有效的。此外,结论中针对实际运用中存在的问题提出了相应的建议。     

载重车辆超载检测与阻止装置研究

针对载重车辆严重的超载问题,对车辆超载的起因、危害、检测方法等进行了深入的分析,提出了一种基于光电式位移传感器的车辆超载检测与阻止装置,并对其进行了结构设计与原理分析。利用车辆载荷与车身高度之间的对应关系,在车辆静止的状态下,通过检测车架与车桥的距离,判断车辆的载荷情况。根据超载情况提供不同的超载报警提醒,甚至切断起动机电源线、喷油器供电线及点火信号线,使发动机无法起动或正常工作,从而从源头上阻止车辆超载现象的发生。     

加速度信号积分求解位移方法研究

目的 研究动力学环境试验分析中时域积分算法和频域积分算法两种加速度信号积分求解位移方法.方法 动力学环境试验中,利用不同算法对被试品测点处所采集到的加速度信号进行二次积分处理,计算求解位移.采集过程中,再利用激光传感器测量位移,以激光所测位移为基准,对比分析不同算法求解结果的准确性,并分析其结果的误差来源、其优缺点及适用范围.结果 在动力学环境试验的不同工况下,两种不同积分法得到的位移数据与激光测定数据基本重合,积分得到的位移最大误差均小于5％,符合实际应用需求.时域积分算法在两次积分中受到噪声以及直流分量误差的影响较大;频域积分算法的计算结果相对更加准确,但是受到低频误差影响较大,具有低频敏感性.结论 在动力学环境试验中,时域积分算法适用于噪声和直流分量可忽略的情况,频域积分算法适应于低频误差较小的情况.对加速度信号数据进行必要且有效的预处理后,时域积分算法和频域积分算法的位移积分结果都具有较高的准确性,能够满足一般工程实际中的测试需求.     

Laboratory evidence of natural remobilization of multicomponent DNAPL pools due to dissolution

Mixtures of dense non-aqueous phase liquids (DNAPLs) trapped in the subsurface can act as long-term sources of contamination by dissolving into flowing groundwater. In general, the components of higher solubility are removed more quickly, thus altering the composition of the remaining DNAPL, and possibly leading to changes in its physical properties. Through the development of a simple compositional model, Roy et al. [J. Contam. Hydrol. 2002 (59) 163] showed that preferential dissolution of a mixed DNAPL could potentially result in changes in density and interfacial tension that could subsequently lead to remobilization of an initially static DNAPL pool. The laboratory experiments presented in this next paper provide a proof-of-concept for the previously presented theory, demonstrating and quantifying this process of remobilization. In addition, the experiments provide a data set for evaluation of the model presented by Roy et al. [J. Contam. Hydrol. 2002 (59) 163]. In the four experiments, a DNAPL pool comprised of tetrachloroethene and benzene was created as an open pool overlying glass beads within a water-saturated 2-D flow box. Experiments included rectangular and triangular pools. In each of the experiments, remobilization (as breakthrough) was observed more than 2 weeks after formation of the initial pool. During each experiment, the pool height declined as mass was lost by dissolution, while sampling indicated a decrease in the mole fraction of benzene, the more soluble component. Small protuberances formed along the bottom of the pool as its composition changed with time and the displacement pressure was achieved for various pore throats. Eventually one of the protuberances extended further, forming a finger (breakthrough). In general, the pool emptied as the finger proceeded further into the beads. It was also shown theoretically and experimentally that remobilization will occur sooner for pools with a triangular (pointing down), rather than rectangular, shape. The experimental results were simulated using the model developed by Roy et al. [J. Contam. Hydrol. 2002 (59) 163]. The model matched the observations well, suggesting that it accurately represents the primary mechanisms involved with natural remobilization under the conditions of the study.