Steganalysis of MSU Stego Video based on block matching of interframe collusion and motion detection

MSU Stego Video is a public video steganographic tool, which has strong robustness and is regarded as a real video steganographic tool. In order to increase the detection rate, this paper proposes a new steganoalysis method against MSU, which uses the chessboard character of MSU embedded video, proposes a down-sample block-based collusion method to estimate the original frame and checks the chessboard mode of the different frame between tested frame and estimated frame to detect MSU steganographic evidences. To reduce the error introduced by severe movement of the video content, a method that abandons severe motion blocks from detecting is proposed. The experiment results show that the false negative rate of the proposed algorithm is lower than 5%, and the false positive rate is lower than 2%. Our algorithm has significantly better performance than existing algorithms. Especially to the video that has fast motion, the algorithm has more remarkable performance.     

不同近接度下新建盾构施工对既有钻爆隧洞稳定性的影响

软岩地区新建盾构隧洞近接既有钻爆法隧洞时会产生大变形等特征,需确定两隧洞的合理净距。通过数值模拟与现场监测,研究了不同近接度下新建盾构隧洞施工对既有钻爆法隧洞稳定性的影响。结果表明：通过对比锚杆应力数值模拟与现场监测结果验证了模型的合理性;受盾构隧洞开挖的影响,钻爆法隧洞整体向左下沉,净距越小影响越显著,且隧洞两侧衬砌结构受力不均匀,近接盾构侧衬砌以受压为主,另一侧以受拉为主。随着净距的减小,近接区域塑性区逐渐贯通,近接侧的拱肩和拱脚处出现新的剪切破坏;建议最小净距大于10 m,在小于10 m的汇交段应加强支护以减小后行隧洞对先行隧洞的影响。研究结果对近接隧洞施工具有一定指导意义。     

深圳市绿地植被凋落物存留特征及其影响因素

分析了深圳特区不同绿地类型凋落物现存量分布与土壤凋落物层发育特征,及其与样地乔灌草盖度、边缘干扰情况、人为处理频率和与主要道路距离的相关关系,并通过环卫和绿化单位的调查探讨了城市绿地凋落物处理模式。结果显示:深圳市各绿地类型中,森林绿地的凋落物现存量最大并且土壤凋落物层发育最好, 生产性绿地和道路绿化带其次, 行道树绿地最差。多元相关分析表明, 凋落物人为处理频率和绿地灌木层盖度是影响人工绿地植被凋落物现存量的主要因素,不同绿地类型所有影响因子组成的多元线性回归研究表明深圳市各绿地类型凋落物受到人为干扰程度由强模型分别可以解释其现存量变化的 40.6%~93.6% 。至弱排列为: 1)行道树绿地; 2)城中村绿地、单位附属绿地、公园绿地和居住区绿地; 3)生产性绿地和道路绿化带; 4)森林绿地。     

环Fpm[u,v]/〈u3=u,v3=v,uv=vu〉上的常循环码

研究了环Fpm[u,v]/〈u3=u,v3=v,uv=vu〉上常循环码的结构,证明了该环上的常循环码是主理想生成的,并给出了其上常循环码的生成多项式.     

油泵油马达串并联液压补偿式功率回收试验系统分析

本文对油泵油马达串并联液压补偿式功率回收试验系统的试验压力、转速调节和回收率等进行了较为详尽的分析，为在实验系统设计中选择有关参数与计算提供了依据．     

滑移网格法在滑阀三维瞬态流场解析的适用性分析

在滑阀换向过程的三维有限元解析中,由于流固耦合造成其网格大变形,出现三维瞬态流场解析发散的问题.提出了面向滑阀三维瞬态流场解析的滑移网格法,即通过在静止网格与动态网格间用平行滑移网格连接构建三维解析模型,以避免瞬态流场解析中动态网格反复重构所造成的计算发散问题,实现滑阀换向过程的三维瞬态流场解析.研究以某液压挖掘机多路阀回转联为对象,以液压元件动态特性试验台试验结果为基准,对比平稳工况条件下的解析值与实验结果,验证了滑移网格法在滑阀三维瞬态流场解析中的适用性,为建立挖掘机动态载荷与其阀芯结构形态间的动力学映射关系提供了工程化表达路径.     

新疆黄山镁铁-超镁铁杂岩体矿物化学成分特征及与含矿(Ni)性关系

本文对新疆黄山镁铁—超镁铁杂岩体中主要造岩矿物橄榄石,斜方辉石,单斜辉石及角闪石化学成分特征作了比较深入的研究.在此基础上,分析了岩体含矿(Ni)性与矿物化学成分间的关系,得出了岩体含矿的主要矿物化学标志.     

可复用电话线的调制解调器的研究

本文采用频分复用技术研究并设计了一种新型的调制解调器,实现了计算机通信和电话通信共用一条线路且互不影响,解决数字通信和电话通信争夺信道和建立实时计算机网的实际问题。     

Velocity structure of the crust and uppermost mantle in the boundary area of the Tianshan Mountains and the Tarim Basin

A portable 3-component broadband digital seismic array was deployed across the Tianshan orogenic belt (TOB) to investigate the lithospheric structure. Based on receiver function analysis of the teleseismic P-wave data, a 2-D S-wave velocity profile of the boundary area of the TOB and the Tarim Basin was obtained at the depths of 0--80 km.Our results reveal a vertical and lateral inhomogeneity in the crust and uppermost mantle. Four velocity interfaces divide the crystalline crust into the upper, middle and lower crust. A low velocity zone is widely observed in the upper-middle crust. The depth of Moho varies between 42 and 52 km. At the north end of the profile the Moho dips northward with a vertical offset of 4--6 km, which implies a subduction front of the Tarim Basin into the TOB. The Moho generally appears as a velocity transitional zone except beneath two stations in the northern Tarim Basin, where the Moho is characterized by a typical velocity discontinuity. The fine velocity structure and the deep contact deformation of the crust and upper most mantle delineate the north-south lithospheric shortening and thickening in the boundary area of the TOB and the Tarim Basin, which would be helpful to constructing the geodynamical model of the intracontinental mountain-basin-coupling system.     

基于核磁共振技术储层物性变化规律

油田经多年注水开发已经进入特高含水阶段,出现注水压力增大,开发效果差等问题。针对此问题,本文利用目标岩心分析了粘土矿物含量和粒度分布,结合二维核磁共振技术开展高倍注水实验,研究储层物性变化规律及原因。实验结果表明:岩心8-2、岩心16-1经激光粒度测试分别定为含中砂质细砂岩、含粉砂中砂质细砂岩,其粘土矿物含量分别为2.41%、2.57%;随着注水倍数的增加,核磁孔隙度表现为先降低后上升的变化规律;随注水倍数的增加,渗透率(水)波动式变化,前期降低幅度较大,后期出现短暂的上升后持续降低;注水前期损害主要发生在中、大孔隙中且岩心8-2的损害程度要大于岩心16-1;岩心的核磁二维谱中自由水信号变化规律与核磁T2谱中孔隙信号强度变化规律一致。研究认为注水过程中受到水的冲刷作用,微粒以及胶结物中的粘土矿物,容易脱落运移至孔隙喉道处发生堵塞,对孔隙喉道产生一定损害导致渗透率(水)降低,所以注水井出现注水困难和注水压力增大等问题,从而影响油田开发效果。