Influence of Seepage Face Obliquity on Discharge of Groundwater and its Pollutant into Lake from A Typical Unconfined Aquifer

Lab experiment and mathematical simulation Modular three dimensional finite difference groundwater (MODFLOW) were performed in a soil tank to simulate the hydrogeochemical interaction between lake and typical unconfined aquifer. Results show that the velocity decreases exponentially with the transect distance on seepage face. The maximal velocity occurs at the top point of seepage face. The obliquity of seepage face has a great influence on the maximum and distribution of seepage velocity. With the increase of the obliquity of seepage face, the maximal velocity decreases quickly and the velocity distribution becomes much more even. Most of groundwater flow and pollutant flux discharges through a narrow portion near the top of seepage face. The flow and mass concentrated in the narrow portion increase with the decrease of the obliquity of seepage face. These will benefit to design a reasonable and economical scenario to manage lakeshore and to control the pollution of lake water near lakeshore.     

太赫兹CSAR运动目标距离速度估计与重定位方法

圆周合成孔径雷达(CSAR)中,由于雷达平台绕观测场景圆周飞行,雷达和地面目标之间的距离方程复杂,目标的距离向参数和方位参数之间有复杂的耦合关系,导致单独估计动目标距离向速度参数的难度加大。提出一种基于子孔径分解的太赫兹CSAR运动目标距离向速度估计方法,选择合适的子孔径角度,对CSAR进行子孔径分解,在子孔径条件下,通过小角度近似,可以实现运动目标距离向速度和其他参数间的解耦合,准确估计运动目标的距离向速度,实现运动目标的精确重定位。仿真和实测数据验证了该算法的有效性。     

C-Reactive Protein Velocity (CRPv) as a New Biomarker for the Early Detection of Acute Infection/Inflammation

C-reactive protein (CRP) is considered a biomarker of infection/inflammation. It is a commonly used tool for early detection of infection in the emergency room or as a point-of-care test and especially for differentiating between bacterial and viral infections, affecting decisions of admission and initiation of antibiotic treatments. As C-reactive protein is part of a dynamic and continuous inflammatory process, a single CRP measurement, especially at low concentrations, may erroneously lead to a wrong classification of an infection as viral over bacterial and delay appropriate antibiotic treatment. In the present review, we introduce the concept of C-reactive protein dynamics, measuring the velocity of C-reactive protein elevation, as a tool to increase this biomarker’s diagnostic ability. We review the studies that helped define new metrics such as estimated C-reactive protein velocity (velocity of C-reactive protein elevation from symptoms’ onset to first C-reactive protein measurement) and the measured C-reactive protein velocity (velocity between sequential C-reactive protein measurements) and the use of these metrics in different clinical scenarios. We also discuss future research directions for this novel metric.     

横向各向同性介质Thomsen近似公式的适用范围

Thomsen为横向各向同性（TI）介质提出的各向异性参数和线性近似公式被广泛采用,但目前对Thomsen近似公式的适用范围的认识仍很模糊。针对这一问题,研究了TI介质P波和SV波Thomsen近似公式最大相对误差随各向异性参数变化的特征以及近似公式的适用范围。研究结果表明,波速比α0/β0=1．5时,在-0．12≤ε≤0.16且-0.16≤δ≤0.24,或｜ε-δ｜〈0.17（ε和δ为正）时,P波相速度近似公式的最大相对误差不超过l％,随着了0／0的增大,适用范围略有扩大。SV波近似公式的精度比P波要低一些,在｜ε｜≤0.1且｜δ｜≤0.14,或｜ε-δ｜〈O．02（ε和占为正）时,SV波相速度平方线性近似公式的最大相对误差不超过1％,随着α0/β0的增大,适用伪范围明显缩小。总体来说,P波近似公式适用范围较大,对一些中等强度的各向异性也适用;SV波近似公式尤其是群速度近似公式适用范围很小,必要时需要使用高阶近似或者精确解。     

莺-琼盆地纵横波速度特征与AVO响应特征的关系研究

在莺-琼盆地,气层表现出了多种多样的AVO特征,有的为"Ⅲ"类,有的为"Ⅳ"类或"Ⅱ"类,有的偏离背景,有的与背景一致,这些复杂多样的AVO特征为应用AVO技术进行流体检测带来了较大的困难.为此,本文对近百口已钻井储层的AVO特征与纵、横波速度特征的关系进行了研究,并对产生这种关系的原因进行了详细分析,结果表明储层的纵...     

自蔓延高温合成实验压力与燃烧速率测试方法研究

自蔓延高温合成技术是利用原料在初始点燃条件下化学反应所产生的高温高热,使燃烧反应自发地进行,从而得到新的成分和结构的产物。通过对自蔓延高温合成实验压力和燃烧速率测试方法的研究,根据实验的要求,选择合适的压力传感器,并自行设计有效的燃烧速率测试系统,合理选择监测点,编制满足测试需求的数据采集及控制程序,获取大量有效实验数据,为测定自蔓延燃烧过程中的压力和速率变化曲线,进行反应热力学、动力学分析,对反应安全进行评估,提供有力的数据支持,并对相关研究具有重要的借鉴意义。     

程序升温条件下煤炭自燃特性

通过程序升温实验研究了煤炭的自燃特性,测定了不同粒度煤样在不同温度下产生CO,CO₂等气体的浓度.讨论了指标气体的选择,分析了CO,CO₂等气体浓度随温度的变化规律,得到了耗氧速度与煤温及煤体粒度的关系.结果表明,煤体粒度越小,温度越高,则煤氧复合的强度越大.本实验的研究结果对煤矿火灾的防治具有指导作用.     

空间RSS'R机构运动分析的影响系数法

给出了空间RSS’S机构速度和加速度分析的另一种方法——影响系数法,可以验证用求导法所得结果的正确性.对空间机构或机器人机构的执行构件进行实时控制时选择影响系数法,能提高在线控制速度.     

甬江河口细颗粒泥沙起动流速研究

通过收集的甬江河口洪枯季细颗粒泥沙运动实测资料,基于垂线平均含沙量突变处对应的垂线平均流速作为该时刻泥沙起动流速的概念,统计获得不同水沙条件下的细颗粒泥沙起动流速数据;比较经典细颗粒泥沙起动流速公式对甬江河口泥沙的适用性,发现张瑞瑾、沙玉清、窦国仁经典公式的计算结果偏大,唐存本、张红武公式的计算结果偏小,窦国仁公式的计算精度最高。通过分析各公式出现误差的原因,引入泥沙水下容重对黏结力影响的修正项,对窦国仁公式进行修正,收集与甬江河口泥沙粒径范围接近的系列水深变化范围内包括粉沙质和淤泥质的细颗粒泥沙起动流速资料对修正公式进行验证,最终拟合得到可适用于大、小水深下的黏性细颗粒泥沙起动流速公式。