Flow distribution and mass removal in floating treatment wetlands arranged in series and spanning the channel width

Floating treatment wetlands (FTWs) use plants’ roots for water quality improvement. The plants are supported by a buoyant structure deployed at the water surface. The roots form a porous zone beneath the structure and remove pollutants carried in suspension through filtering, absorption and uptake. This paper used CFD simulation to model FTWs arranged in series and spanning the channel width and to study the effects of root length and spacing between FTWs on flow distribution and mass removal. The root zone was modelled as a porous media, and removal was computed using first-order decay, for which a range of removal constants was tested. Longer roots increased the reactive volume of the root zone, which increased the fraction of pollutant inflow entering the FTWs. Increasing the distance between FTWs allowed greater mixing between water that went through and beneath the upstream FTW. This increased the concentration entering each FTW, which enhanced mass removal per FTW. However, a larger distance between FTWs reduced the number of FTWs in the channel, reducing the reactive volume. In the tradeoff between mixing and reactive volume, the reactive volume was more important, such that total removal in the channel increased with longer roots and more units of FTW (shorter gap distance). However, removing the gap entirely was detrimental, as FTWs in series removed more mass than a continuous FTW of same volume. This study points to two design recommendations for FTWs in series. First, if resources for building FTWs are not limiting, but the channel length is, it is preferable to prioritize higher reactive volume (shorter gap distance) to achieve maximum removal per channel length. Second, if resources for FTWs are limiting, but channel length is not, it is better to place the FTWs with a longer gap distance, preferably along enough to allow mixing over the full depth between FTWs, as this will achieve maximum removal per FTW.     

分布式多元随机动态场景生成及快速精准场景降维算法

高比例新能源及多源耦合是电力系统发展的重要特征,这也为系统稳定经济运行提出了新挑战。该文以园区型多能系统为对象,研究了分布式多元随机动态场景分析,从多时空角度有效量化不确定因素给系统造成的影响,可为系统灵活重构、多维度协同运行与决策提供有力模型与场景支撑。首先由预测误差驱动拟合多元功率预测误差概率分布,全面反映随机功率出力信息,提高模型泛化性;以时序相关范围参数为数据驱动关联变量,高效动态控制波动强度;最终场景生成利用逆变换映射思想保证置信度。然后针对典型场景提取,提出一种综合递归聚类思想的多段嵌套削减算法,结合改进Wasserstein距离指标,兼具准确、时效、稳定方面的优势。最后由对比实验论证该方法的前沿有效性。     

Efficiency evaluation of healthcare services in China based on stochastic multicriteria acceptability analysis and directional distance function

Evaluating the efficiency of healthcare services accurately can help in analyzing the rationality of inputs and outputs in such services. Considering the consistency and equity of assessment criteria, this study conducts the stochastic multicriteria acceptability analysis (SMAA-2) with a directional distance function to evaluate the efficiency of healthcare services in 31 provincial administrative regions of mainland China, as observed in 2018. We use SMAA-DDF to explore all the projection directions to the efficient frontier instead of a certain projection direction. We measure the maximum and average efficiencies for each of the 31 provincial healthcare services. Our empirical findings show that only seven provinces achieve optimal healthcare service efficiency; the eastern area performed the best, followed by the central, western, and northeast areas. Furthermore, the path along the projection directions is provided to help inefficient provinces improve their efficiency and obtain the best possible positions.     

不同煤层掘进工作面瞬变电磁法探测应用研究

煤矿井下瞬变电磁法成为煤矿井下超前探测工作的重要手段，在矿井水害预测预报上发挥着很大的作用。随着矿井上组煤层资源的逐渐枯竭，煤矿开采资源逐渐延伸向下组煤层。同一井田范围内同煤层及其顶底板的岩性特征一般相差不大，瞬变电磁法在同煤层施工过程中接收到的物理背景场较为接近；而不同煤层及其顶底板岩性特征通常会有较大的差别，瞬变电磁法在不同煤层施工过程中会接收到差别较大的物理背景场。当矿井存在多煤层开采时，通过大量数据研究瞬变电磁法在不同煤层巷道探测中的响应特征规律，分析并掌握不同煤层条件对瞬变电磁法探测结果的影响，能够提高瞬变电磁法在多煤层探测成果的准确性。     

不同距离应变片测定Ⅰ型动态应力强度因子对比试验研究

基于线弹性断裂力学理论，采用应变片法开展了冲击动荷载作用下的三点弯曲试验，探讨距扩展裂纹不同距离的应变片测定Ⅰ型应力强度因子的差异。当应变片与扩展裂纹成特定锐角和钝角时，采用与裂纹扩展速度和应变片的位置相关的二项式表征裂纹尖端附近应变场，并结合理论解析和试验实测的应变与裂纹扩展时间曲线，推导得到了应力强度因子计算公式。同时，采用动焦散线试验对比分析应变片法测定的动态应力强度因子值。结果表明，应变片在裂纹尖端附近合理区域内，测定的裂纹尖端动态应力强度因子值与动焦散线试验结果吻合较好;明确了不同距离对测定Ⅰ型裂纹应力强度因子的影响，随着应变片粘贴距离变大，测定的动态应力强度因子值与动焦散线法相差增大。研究结果为进一步应用应变片法研究岩石类材料的断裂性能提供了试验基础。     

近距离煤层上行开采围岩应力演化特征分析

基于潘一东煤矿地质概况及原始地应力测试数据，采用相似模拟与数值模拟相结合的方法，分析了近距离煤层上行开采过程中两煤层采场超前支承压力变化规律和覆岩裂隙发育特征。结果表明:下保护层开采弱化了覆岩关键层的承载能力，采空区后方形成的覆岩断裂线对上覆被保护层基本顶初次垮落步距具有一定影响；下保护层采场超前支承压力峰值呈线性增长趋势，而被保护层采场超前支承压力峰值受保护层采动影响呈增大—稳定—减小的趋势，工作面推进距离达到1/2“见方”及“见方”时，悬顶岩梁会发生大面积垮落失稳，应注重采场动力灾害防治工作。     

人工假顶工艺在近距离过巷掘进的应用

为了保证近距离煤层巷道掘进施工安全,提高过巷段顶板稳定性,对2112巷过830轨道巷期间采取人工假顶的方法进行近距离顶板维护工艺。实际应用表明,该工艺有效保证了近距离巷道掘进顶板稳定性,保证了巷道施工安全,取得了显著成效。     

露天矿多煤层软岩复合边坡底摩擦实验研究

以新疆某露天矿设有排土场的东帮复合边坡为研究对象,采用正交设计法设计实验方案,研究利用底摩擦实验相似模拟边坡的破坏过程。4种典型露天矿生产状态模型的底摩擦实验全面反映了露天矿多煤层软岩复合边坡的破坏过程,实验结果表明:21煤底板弱层是边坡滑动的关键因素,结合监测点位移变化规律分析得复合边坡的潜在滑移面具有4种形态,直线形、斜直线形、折线形、圆弧曲线形,通过分析实验现象得出边坡的破坏模式有2种,沉降、蠕滑-拉裂。讨论了弱层、时间和排土场对边坡稳定的影响以及底摩擦实验需要改进的地方,提出了提高边坡稳定性的合理加固时间,上覆排土场对边坡稳定性具有的两面性,它与弱层共同控制了潜在滑体的规模,以及合理制作底摩擦模型的重要性。     

近距离上保护层开采下伏被保护层卸压效应研究

使用ZKBY-Ⅱ型顶板离层仪对戊_9-10煤层的变形膨胀进行观测，对近距离上保护层回采时下伏被保护层应力分布和膨胀变形规律进行了研究。结果表明，近距离上保护层开采后，在采空区下方的一定范围内被保护层产生卸压膨胀变形，煤体弹性潜能得以释放，透气性增大，消除或减小了被保护层煤与瓦斯突出危险性，研究取得了显著的经济技术效益。     

高压直流接地极对埋地管道的电流干扰及人身安全距离

高压直流输电系统的直流接地极在运行初期或发生故障和检修时,会产生瞬间大电流,给附近埋地油气管道设施及操作人员带来极大的安全隐患。为了保障埋地管道附近人员的安全,对高压直流接地极对埋地管道的电流干扰及人身安全距离(以下简称安全距离)进行了研究。首先利用数值模拟技术建立了埋地管道受电磁干扰的模型,进而利用该模型计算了不同土壤电阻率、管线长度、管道防腐层、接地极入地电流、管道尺寸等情况下,高压直流接地极对埋地管道杂散电流干扰的安全距离,并分析了上述条件对高压直流接地极干扰程度的影响规律。研究结果表明:①管线长度对高压直流接地极干扰程度的影响较大,管线越长,安全距离越大,但当管线长度达到或超过600 km时,安全距离则基本不变;②管线涂层对高压直流接地极干扰程度的影响较大,随着涂层面电阻率的增加,安全距离逐渐增大;③对于多层土壤结构,可将最大的单层电阻率作为整体电阻率,其计算得到的安全距离最大,评价结果也更为保守。结论认为,利用计算结果得到的4类长度管线的安全距离图谱,可供高压直流接地极及管线设计时参考,并且可以作为拟建高压直流接地极或埋地管线安全距离选取的依据。