晋普山煤矿通风系统阻力测定与分析

矿井通风系统阻力测定是煤矿通风技术管理的重要内容,阻力的大小直接影响矿井的通风效果,笔者介绍了矿井通风阻力测定常用的几种方法,分别评述了其优缺点及适用条件,并根据晋普山煤矿通风系统实际情况,选用基点法对其通风阻力进行了测定,全面、准确地掌握了全矿井通风阻力分布情况,为今后进行通风系统调整,提供了有参考价值的基础数据资料。同时依据测定结果,对晋普山煤矿通风系统进行了合理分析。     

烟气脱硫喷淋塔的容积吸收率

提出一个喷淋塔设计参数———平均容积吸收率,其可作为喷淋塔本体设计的控制指标,并据以确定塔的吸收区高度。运行和设计经验表明,一般喷淋塔的容积吸收率为(5.5～6.5)kg/(m3·h)。文中还讨论了容积吸收率、SO2吸收量、吸收区高度等之间的关系。     

Determination of the maximum effective burning velocity of dust–air mixtures in constant volume combustion

The reactivity of a combustible dust cloud is traditionally characterized by the so-called K_St value, defined as the maximum rate of pressure rise measured in constant volume explosion vessels, multiplied with the cube root of the vessel volume. The present paper explores the use of an alternative parameter, called the maximum effective burning velocity (u_eff,max), which also is derived from pressure–time histories obtained in constant volume explosion experiments. The proposed parameter describes the reactivity of fuel–air mixtures as a function of the dispersion-induced turbulence intensity. Procedures for estimating u_eff,max from tests in both spherical and cylindrical explosion vessels are outlined, and examples of calculated values for various fuel–air mixtures in closed vessels of different sizes and shapes are presented. Tested fuels include a mixture of 7.5% methane in air, and suspensions of 500 g/m³ cornstarch in air and 500 g/m³ coal dust in air. Three different test vessels have been used: a 20-l spherical vessel and two cylindrical vessels, 7 and 22 l. The results show that the estimated maximum effective burning velocities are less apparatus dependent than the corresponding K_St values.     

西藏盐井盐泉地下热卤水水化学特征分析

地下水化学成分受地质、水文地质、岩性等因素的控制，水化学特征研究对水资源的利用、管理及保护具有重要的指导作用。西藏自治区芒康县盐井乡境内，沿澜沧江近岸边长约1．5km范围内出露有50余处矿化度较高、水温为中高温、无色、味咸的天然盐泉。这种地下热卤水的分布特征、水化学特征和化学组分的形成，受地质构造、地下水径流通道、径流速度等条件的影响，因此通过对其水样水化学特征的研究，进一步阐明盐泉形成的基本规律。     

基于GIS的滑坡空间特征分析

基于GIS技术对滑坡及其渗水盲洞疏干土体的空间特征进行了分析。首先讨论了基于三棱柱模型的滑坡体体积计算，然后提出确定渗水盲洞疏干土体边界与地面交线的方法，以此确定疏干土体的空间形态和体积计算方法，并以西昌一攀枝花高速公路沿线米易滑坡为例，对该滑坡的体积特征和渗水盲洞疏干土体的空间形态进行了分析和计算。     

INCREASING WATER SUPPLY BY MIXING OF FRESH AND SALINE GROUND WATERS1

ABSTRACT: The quality of ground water in any aquifer takes its final form due to natural mixture of waters, which may originate from different sources. Water quality varies from one aquifer to another and even within the same aquifer itself. Different ground water quality is obtained from wells and is mixed in a common reservoir prior to any consumption. This artificial mixing enables an increase in available ground water of a desired quality for agricultural or residential purposes. The question remains as to what proportions of water from different wells should be mixed together to achieve a desired water quality for this artificial mixture. Two sets of laboratory experiments were carried out, namely, the addition of saline water to a fixed volume of fresh water. After each addition, the mixture volume and the electric conductivity value of the artificially mixed water were recorded. The experiments were carried out under the same laboratory temperature of 20°C. A standard curve was developed first experimentally and then confirmed theoretically. This curve is useful in determining either the volume or discharge ratio from two wells to achieve a predetermined electrical conductivity value of the artificial mixture. The application of the curve is given for two wells within the Quaternary deposits in the western part of the Kingdom of Saudi Arabia.     

压入式局部通风工作面风流分布数值模拟研究

笔者应用三维k -ε紊流模型描述压入式局部通风工作面风流的流动过程 ,并采用控制容积法导出了描述流体流动方程的离散化方程式 ;用计算流体力学的方法求得了三维k -ε紊流模型的数值解。采用SIMPLE(压力耦合方程式的半阴解法 )算法解算流场 ;TDMA(三对角线算法 )和Gauss Seidel法结合通过线顺法求解离散方程。利用弱松弛法防止非线性方程组迭代求解过程中的发散现象 ,获得了掘进工作面空间的速度分布 ;并将模拟解算结果与在具有实际尺寸的拱形巷道模型中测得的实验结果进行了对比。数值计算结果与模型实验测定结果非常一致 ,验证了笔者的数学模型和数值模拟方法的正确性。     

基于交通量的平面信号控制交叉口交通冲突模拟研究

针对我国交通冲突技术发展尚处于起步阶段 ,交通冲突数据统计尚不充分的现状 ,笔者研究了交通量和交通事故、交通冲突的密切关系 ,尝试建立以交通量为基础的交通冲突数学模型 ,力求更加准确地对平面交叉口进行安全评价 ,克服传统的基于事故统计的安全评价方法的不足。