基于沟渠库厂联合运用的金属矿区酸性废水防控措施研究

[目的]金属矿区酸性矿山废水外排防控一直是个难题。探索酸性矿山废水源头控制与末端治理相结合的防控技术体系,为金属矿区酸性废水的防控提供新的解决思路。[方法]以广东省大宝山矿区为研究案例,坚持"源头防控,末端治理"的原则,构建基于沟渠库厂联合运用的酸性废水综合防控技术体系。[结果]建设截排水系统实施雨污分流,从源头上减少酸性废水产生量;清淤腾空拦泥库调蓄库容2.81×106 m3,并建设4.50×104 t/d处理规模的污水处理厂,对酸性废水进行未端治理,达到在5a一遇降雨条件下丰水期酸性废水不外排的防控目标。[结论]通过沟(截水沟)、渠(排水渠)、库(拦泥库)、厂(污水处理厂)的联合运用,可以控制酸性矿山废水在设计标准下不外排,该技术体系可用于类似矿山酸性废水的治理。     

流冰对引水隧洞撞击破坏力学特性数值分析与验证

寒旱地区冬季寒冷,昼夜温差大,长距离输水工程在解冻期易形成流冰,不同尺寸的流冰对隧洞形成不同的挤压力或撞击力,甚至导致衬砌破损,工程失效。该文通过深入研究流冰与引水隧洞碰撞时的相互作用问题,并利用有限元接触-碰撞算法的对称罚函数算法,进行了流冰撞击引水隧洞衬砌的接触-碰撞算法的理论分析。应用ANSYS/LS-DYNA软件,建立隧洞模型和流冰模型,选用LS-DYNA SOLVER求解器进行求解,分析流冰对隧洞的破坏程度;并通过物理模型试验采用几何比尺为C_l为28进行验证,揭示流冰对引水隧洞的撞击破坏机理。结果表明:流冰在不同流速、不同平面尺寸、不同厚度等工况下,流冰与隧洞衬砌碰撞时,隧洞衬砌表面会产生不同程度的变形和破坏;随着流速增大,撞击应力值也相应增大,两者呈线性关系;当流冰平面尺寸变化时,其撞击应力随着流冰平面尺寸的增大而增大,两者呈非线性关系;当流冰厚度增加时,流冰厚度小于0.5 m时,撞击力随着流冰厚度的增大而增大;其厚度超过0.5 m时,撞击应力值变化不大,其流冰平面尺寸和最大应力呈现近似线性关系。同时,通过软件模拟和试验观测得出的计算结果基本一致,流冰与隧洞衬砌碰撞时,隧洞衬砌表面会产生不同程度变形,变形对隧洞稳定性影响不大。但是,流冰冲刷会导致隧洞衬砌表面破碎,长期会影响结构的强度与稳定性。其结果可为寒旱地区冬季输水工程安全提供理论支撑和技术保障。     

铁路沿线沙生植物种子风传扩散的数值风洞模拟

为了研究铁路沿线沙生植物种子风传扩散机制所体现出的生态适应策略,本研究以辽西北铁路沿线沙区段5种蒿属植物为研究对象,借助流体动力学方程和计算机图形学技术,采用数值风洞方法,模拟预测了在不同风速及释放高度条件下各物种种子扩散时间和扩散距离的变化趋势。软件模拟结果表明:(1)在释放高度和风速条件相同的情况下,5种蒿属植物种子的飞行时间和飞行距离与种子重量表现出相反的趋势,即随着种子重量的增大,其水平飞行时间和飞行距离减短。(2)在释放高度相同风速条件不同的情况下,5种蒿属植物种子的飞行时间和飞行距离与风速表现出相同的趋势,即种子的飞行时间和飞行距离随着风速的增大而增加。(3)在风速条件相同释放高度不同的情况下,5种蒿属植物种子的飞行时间和飞行距离与释放高度表现出相同的趋势,即种子的飞行时间和飞行距离随着释放高度的增加而增加。种子重量、风速及释放高度是影响种子扩散时间和扩散距离的敏感因素,在铁路沿线沙化地区筛选适宜的植物防沙措施进行生态修复的同时应结合考虑这些影响因素。     

贵州碾茶茶园覆网方式浅析

贵州碾茶茶园覆网方式主要有直接覆盖、隧道式覆盖和大棚覆盖3种,其中直接覆盖成本最低,用工最少,操作简单,但容易使蓬面芽叶受损或被灼伤,芽叶产量相对偏低且品质有所下降;大棚覆盖成本最高,用工最多,操作复杂,但蓬面芽叶较完整,受损小,产量较高,芽叶品质有所提高;隧道式覆盖一次性投入比大棚覆盖少,但实际操作时用工较多,芽叶品质则位于前两者之间。     

Reinvestigation of the scaling law of the windblown sand launch velocity with a wind tunnel experiment

Windblown sand transport is a leading factor in the geophysical evolution of arid and semi-arid regions. The evolution speed is usually indicated by the sand transport rate that is a function of launch velocity of sand particle, whichhasbeen investigated by the experimental measurement and numerical simulation. However, the obtained results in literatures are inconsistent. Some researchers have discovered a relation between average launch velocity and wind shear velocity, while some other researchers have suggested that average launch velocity is independent of wind shear velocity. The inconsistence of launch velocity leads to a controversy in the scaling law of the sand transport rate in the windblown case. On the contrary, in subaqueous case, the scaling law of the sand transport rate has been widely accepted as a cubic function of fluid shear velocity. In order to explain the debates surrounding the windblown case and the difference between windblown and subaquatic cases, this study reinvestigates the scaling law of the vertical launch velocity of windblown transported sand particles by using a dimensional analysis in consideration of the compatibility of the characteristic time of sand particle motion and that of air flow. Then a wind tunnel experiment is conducted to confirm the revisited scaling law, where the sand particle motion pictures are recorded by a high-speed camera and then the launch velocity is solved by the particle tracking velocimetry. By incorporating the results of dimensional analysis and wind tunnel experiment, it can be concluded that, the ratio of saltonsnumber to reptonsnumberdetermines the scaling law of sand particle launch velocity and that of sand transport rate, and using this ratio is able to explain the discrepancies among the classical models of steady sand transport. Moreover, the resulting scaling law can explain the sand sieving phenomenon: a greater fraction of large grains is observed as the distance to the wind tunnel entrance becomes larger.     

径向谐和激励下圆形隧道衬砌的动力稳定性

对径向谐和激励下圆形隧道的动力稳定性进行了研究，从动荷载下衬砌结构的振动方程出发，得到了隧道衬砌动力失稳临界频率计算公式，对可能影响隧道衬砌动力稳定性的因素进行了参数分析，探讨了系统参数，如地基土的性质、衬砌径厚比、外激励的性质以及系统的阻尼对衬砌动力稳定性的影响，计算结果表明：隧道周围土体的性质以及系统阻尼对衬砌的动力稳定性影响不大；相反，衬砌的厚度和外激励特性对衬砌的动力不稳定区域影响较大     

玉米收获机清选室粉尘导流板设计及优化

收获机工作时清选室出口排出气流携带大量脱出物及粉尘,影响配套机械作业。为改变出口处脱出物及粉尘运动方向,设计收获机清选室出口导流板结构并优化。采用CFD-DEM耦合方法,对清选室内运动脱出物数值模拟,计算导流板导流率。为获得最优导流板结构,以导流板宽度、圆弧度和半径为试验因素,以导流率为试验指标,使用响应曲面分析法中心组合方法设计试验,Design-Expert 6.0.10软件处理试验数据获得回归数学模型。结果表明,导流板能明显改变气流与脱出物运动方向,导流板性能影响因素由强到弱依次为:导流板圆弧角、半径、宽度。导流板模型结构优化参数为:导流板圆弧角120°、半径400 mm、宽度100 mm。     

基于改进蚁群算法的风洞试验俯仰机构运动误差优化

为提高风洞试验俯仰机构的运动精度,减少初始误差,提出了基于改进蚁群算法的俯仰机构运动误差优化分析方法。针对影响俯仰机构运动精度的3个误差源——弧形导轨半径R、连杆长度L、直线导轨安装位置yOa,建立俯仰机构运动误差分析数学模型;推导了可用于分析误差的改进蚁群算法模型,将俯仰机构3个误差源的求解转换为对目标函数优化问题的求解,采用改进算法进行误差优化。对比传统数值方法,改进后的蚁群算法对误差求解精度达到10~(-5)mm级,有效地避免了结构自身产生的初始误差源对计算结果的影响。     

某高铁隧道小口径井抽水试验探讨

指出了在某高铁隧道勘察中采用小口径抽水试验方法,具有操作简单便捷,成本低的优势。通过小口径井抽水试验查明场地的水文地质条件,得出了水文地质原始数据资料,根据单孔稳定流承压水非完整井的水文地质实际情况,选取合适的公式分别计算出了隧道岩层渗透系数及影响半径,为高铁隧道的勘察设计及顺利施工提供参考。     

Morphology and formation mechanism of sand shadow dunes on the Qinghai-Tibet Plateau

The formation and development of dunes depend on wind-blown sand movement which is affected by the characteristics of sand material, topography, wind regimes and other factors. In this paper, we investigated two sand shadow dune groups in Shigatse and Za’gya Zangbo of Tibet and an individual dune in Da Qaidam of Qinghai, and analyzed their topographies and morphologies, and the physical characteristics of the sand, wind regime and sand transport. Formed under harsh conditions behind hills, these mature sand shadow dunes are hundreds of meters long, have significant ridges and crescent dunes downwind, and have a hill pass on one or both sides. Wind tunnel experiments revealed that the hill gap and wind velocity are important factors in the formation of these dunes. Sand shadow dunes formed only when the gap spacing is two-thirds of the hill height. When wind velocities are 20 m/s, the sand body is divided into two parts. The hill pass allows the transport of sand by wind, creating a "narrow-pipe effect", which causes the transported material to gradually accumulate in the center of the shadow zone. We observed that the following are needed for sand shadow dunes to form:(1) strong winds, sufficient sand, suitable obstacles and a dry climate;(2) one or both sides of the obstacle forming the shadow zone must have a hill pass; and(3) the windward side of the obstacle must have a wide, flat area, providing adequate spacing for wind flow and transport of material and the leeward side must have a sufficiently broad, flat area to allow the release of the transported material. Research results on these newly discovered dunes on the Qinghai-Tibet Plateau could contribute to the understanding of dune geomorphology.