覆盖层厚度对巷道周围应力分布的影响及巷道间相互作用的仿真

给出了覆盖层厚度对巷道周围应力分布的影响及巷道间相互作用的计算机仿真，用三维有限元法分析了在不同覆盖层厚度下巷道周围的应力分布和两个巷道之间不同距离下的相互作用。数值模拟表明了巷道周围应力分布和应力集中系数随覆盖层厚度增加的变化规律，找到了两巷道之间的距离的临界值，当两巷道间距离大于该临界值时，它们之间的相互作用消失。     

糯扎渡水电站枢纽区主要工程地质问题研究

糯扎渡水电站工程规模巨大、枢纽区工程地质条件复杂，坝址右岸分布有构造软弱岩带等。在对枢纽区进行大量勘探、试验和对主要工程地质问题进行深入分析研究的基础上，选择了较适合枢纽区地形地质条件的水工建筑物布置格局，并对各主要建筑物提出了评价意见。     

硫酸/盐酸比例和Al~(3+)含量对铝箔隧道孔生长的影响

研究了硫酸/盐酸比例、温度和Al3+含量对高纯铝箔隧道孔生长的影响,发现随着硫酸浓度增加,温度对隧道孔极限长度和孔径的影响减小,在本文条件下隧道孔生长的临界温度最低可降低到35℃。在电解液中一定含量的Al3+可以避免铝箔表面形成大孔,从而改善隧道孔分布均匀性。     

Evaluation of a system of wind tunnels for field studies of ammonia loss from grassland through volatilisation

Rates of ammonia (NH₃) loss from a ryegrass sward measured using a system of small wind tunnels were compared with concurrent measurements made using a micrometeorological mass balance method. Measurements were made during two experiments within a circular plot (radius 10m) treated with urea at a rate of 200kgNha^?1. In the first experiment, air speed through the tunnels was adjusted as necessary to maintain a value of approximately 1ms^?1. This value differed on most occasions from the mean ambient wind speed which was measured at a height of 250mm and which ranged from 0.61 to 2.95ms^?1. Rates of loss measured using the wind tunnels differed by a factor of between two and five from those measured using the mass balance method; there was no consistent pattern in the differences between the rates of loss. The total losses of NH₃ measured during 15 days were equivalent to 49.1 and 30.2kg Nha^?1 for the mass balance and wind tunnel methods, respectively. In the second experiment, air speed through the tunnels was adjusted as necessary to maintain a value as close as possible to the mean ambient wind speed measured at a height of 250mm. Rates of NH₃ loss measured using the two methods did not differ significantly; total losses of NH₃ during 17 days were equivalent to 96.9 and 101kg Nha^?1 for the mass balance and wind tunnel methods, respectively. The difference between the findings of the two experiments could be attributed to the direct effect of air speed through the tunnels rather than to differences between ambient temperatures and those inside the tunnels. During and following periods of rain the rates of loss measured using the tunnels were up to six times greater than those observed with the mass balance method. Rates of loss measured by the two methods became similar again when the tunnels were moved following rain. The study demonstrates that enclosures can be designed and operated to provide reliable measurements of the rate of NH₃ loss from grassland. Potential applications of the two methods are discussed.     

Reduction of low-frequency pressure fluctuations in wind tunnels

The determination of dynamic wind loads on buildings, i.e. pressure and deflection, has gained increasing interest (European Prestandard ENV 1991-2-4, Eurocode 1: basis of design and actions on structures—Part 2-4: actions on structures—wind actions, European Committe for Standardization, Brussels, 1995; DIN 1055 Teil 4 Lastannahmen für Bauten, Verkehrslasten, Windlasten bei nicht schwingungsanfälligen Bauwerken, 1991; N. Hölscher, M. Hortmanns, J. Sahlem, Praxisnahe Erfassung von Windwirkung an Industrie- und Hochbauten, Windwirkung im Bauwesen, Braunschweig, 7, Dreiländertagung D-A-CH 2001, Windtechnologische Gesselschaft, 2001 [1], [2] and [3]). Therefore, the spectral distributions of velocity and pressure fluctuations in wind tunnels are an important quality aspect. While velocity fluctuations can be manipulated by the obstacles used to create the turbulence, pressure fluctuations are influenced by acoustic noise as well. Especially, the first eigenfrequency of the longitudinal mode of the wind tunnel tends to disturb the pressure spectrum.In this paper, a solution for the reduction of low-frequency acoustic pressure fluctuation is presented and its application in the atmospheric boundary layer wind tunnel at the IAG is shown.     

变流场情景下基于鱼类游泳特性的上溯通道分析

水电开发对洄游性鱼类的生境造成了影响,预测目标鱼类洄游期的上溯通道可为修建过鱼设施提供依据,从而减缓其负面效应。本文选取虎渡溪航电工程的下游河段作为研究区域,将长薄鳅、白甲鱼、异鳔鳅鮀作为目标鱼类,针对几种目标鱼类的游泳能力对不同流速进行分区后,得出了适用于多种过鱼目标的流速适宜度曲线,然后对研究区域过鱼期的典型流量进行了数值模拟。根据流速适宜度曲线对研究区域的多种过鱼目标进行了流速适宜度评价,并由评价结果预测了满足多目标过鱼要求的上溯通道。结果表明：流速适宜度评价最优区域出现的位置随流量变化而有所不同,低流量运行条件下出现在主流区域,而高流量运行条件下出现在主流区域两侧;上溯的通道面积占总面积的比例也随流量变化而有所不同,低流量运行条件下的占比约为高流量运行条件下的3 ~ 4倍。根据预测通道特征,对鱼道的进口布置及电站运行调度提供了建议。该结果可为相关鱼类的保护工作提供依据。     

Zonal disintegration phenomenon in enclosing rock mass surrounding deep tunnels -- Elasto-plastic analysis of stress field of enclosing rock mass

The zonal disintegration phenomenon (ZDP) is a typical phenomenon in deep block rock masses. In order to investigate the mechanism of ZDP, an improved non-linear Hock-Brown strength criterion and a bi-linear constitutive model of rock mass were used to analyze the elasto-plastic stress field of the enclosing rock mass around a deep round tunnel. The radius of the plastic region and stress of the enclosing rock mass were obtained by introducing dimensionless parameters of radial distance. The results show that tunneling in deep rock mass causes a maximum stress zone to appear in the vicinity of the boundary of the elastic and the plas-tic zone in the surrounding rock mass. Under the compression of a large tangential force and a small radial force, the rock mass in the maximum stress zone was in an approximate uniaxial loading state, which could lead to a split failure in the rock mass.     

隧道列车火灾的顶棚射流平均温度分布

列车着火并停留在隧道内时,容易产生夹带火焰的顶棚射流。通过建立列车中部着火时火焰顶棚射流的一维单元控制体模型,考虑火焰烟气与隧道壁面和列车壁面之间的换热,导出列车火灾火焰顶棚射流平均温度的迭代计算公式。并通过隧道列车火灾的1∶8缩尺模型实验和数值模拟计算,确定了迭代公式中的待定系数。由该公式经过迭代运算后得到的平均温度值与实测值吻合较好,最大误差不超过7%,验证了公式的可靠性。结果表明：列车上方和离开列车进入隧道的火焰顶棚射流的平均温度均沿隧道纵向呈指数形式变化,但变化的程度不同。通过分段拟合的方法,分别给出了两段顶棚射流的平均温度沿隧道纵向变化的预测公式。对隧道列车火灾的报警参数选择及装置设置、乘客安全疏散,以及分析火灾对隧道衬砌结构的破坏作用等均具有一定的参考价值。     

侧爆作用下锚固洞室破坏形式及机理研究

为了进一步提高锚固洞室在侧爆作用下的抗爆能力,利用数值分析软件LS-DYNA3D程序,研究了在侧爆作用下的锚固洞室的破坏形式及机理.数值分析结果表明:压应力波一开始是以球形向四周传播的,当压应力波碰到洞室壁时,会在洞室壁表面产生拉应力波,并以椭圆形式向反向传播;在应力波整个传播过程中,由于反射拉伸可能会在洞室锚固区和非锚固区先后产生二次拉伸破坏,最后可能会由于洞室反射的拉伸波和地面反射拉伸波相遇共同作用,在离地面比较浅的地方产生拉伸破坏区.     

基于ZigBee的矿用应力监测系统的研究

提出了一种新的煤矿巷道监测方法 ,即采用测力锚杆对巷道顶部深处的应力变化进行定时监测。系统主要分为三部分:传感器节点、通信主站和上位机。传感器节点负责采集和上传数据,数据主站负责管理各传感器节点并存储和上传数据,上位机负责汇总各传感器数据并对其进行分析处理。