东昆仑夏日哈木镁铁质-超镁铁质岩体岩石成因与拉张型岛弧背景

赋存超大型镍矿床的夏日哈木Ⅰ号岩体位于东昆仑造山带西段之东昆中早古生代岛弧带。锆石U-Pb年龄为439Ma,由分属橄榄岩相、辉石岩相、辉长-苏长岩相的多种岩石类型组成。堆晶结构与堆晶层理发育,属岩床状层状岩体。不平衡结晶作用在岩浆演化过程中居于主导地位。矿物结晶顺序为尖晶石/橄榄石→斜方辉石→单斜辉石→单斜辉石+斜长石→褐色普通角闪石。各种岩石均富集轻稀土元素和大离子亲石元素,亏损Nb、Ta、Ti、P,显示了岛弧环境岩浆岩的地球化学特征。Nd、Sr同位素组成均属富集型地幔范畴和EMⅡ型趋势。矿区内的Ⅲ号与Ⅳ号岩体属蛇绿岩套,证明在昆中岛弧带内部存在岩石圈破裂带。区域构造格局与演化历史以及区域地球物理场的研究表明,东昆中岛弧带属拉张型岛弧带。据此,可以认定拉张型岛弧环境是全球范围内第五种有利于形成镍矿床的构造环境,中古生代是我国第三个镍矿主成矿期。     

红柳沟北镁铁-超镁铁质岩体矿物学特征及矿石成因分析

红柳沟北镁铁-超镁铁质岩体位于柴达木陆块北部的欧龙布鲁克微陆块东北缘,呈岩墙状,出露面积约0.1km~2,由方辉橄榄岩、橄榄二辉岩、含长单辉橄榄岩、橄榄辉长苏长岩、暗色橄榄辉长岩、苏长岩、辉长岩等组成,各岩相带在空间上呈渐变过渡关系。电子探针分析结果显示,岩体的主要造岩矿物为贵橄榄石、古铜辉石、普通辉石和斜长石,并且各矿物的结晶温度为1 307~1 122℃。岩体钛铁矿化明显,主要金属矿物为钛铁矿、钛磁铁矿和磁铁矿。利用橄榄石Fo最高值反演出原生岩浆MgO含量为8.49%,FeO含量为10.03%,TiO_2含量为1.63%,为普通玄武质岩浆。通过综合研究各矿物形成的温度和氧逸度条件,认为岩浆从橄榄石结晶到普通辉石结晶,其氧逸度是缓慢升高的,并且氧逸度是控制红柳沟北岩体Ti-Fe氧化物结晶的主要因素。     

催化臭氧化降解有机废水及影响因素

主要论述了自制的V-O型催化荆催化臭氧化降解有机废水的研究。试验表明，以TiO2，SiO2，ZrO2作栽体，在氮气或氧气中焙烧，而制得的6种催化荆中，V-O／SiO2／N2显示了较好的催化性能和活性；通过催化荆吸附试验和在反应体系中加入一定量的自由基猝灭荆，初步探讨了其催化机理，即催化荆和臭氧反应，生成了氧化性极强的羟基自由基；催化臭氧化时间、催化荆用量、进气臭氧浓度、体系pH值等因素均对降解产生一定的影响。     

测绘地理信息类专业双语课程评价体系构建

中国高校"双一流"建设要求培养兼备专业能力与国际竞争力人才,而双语教学则是一条有效途径.以CIPP(context,input,process,product)课程评价模型为理论依据,根据测绘地理信息类专业双语教学的特点,从背景评估、输入评估、过程评估、成果评估4个方面构建了测绘地理信息类专业双语课程评价指标体系,为提...     

数据采集系统中自动校准技术的研究

为使海洋观测设备在室外恶劣环境条件下仍可实现高可靠性、高准确性的自动数据采集,从而实现无人管理工作,介绍了数据采集系统的自动校准技术,即通过一个校准输入通道,产生两个高精度的基准信号,用软件的方法对模拟测量通道进行校准,以保证测量准确度。此技术已经过实验论证,并在海洋监测、气象、环保等方面取得了广泛的应用。要保证自校准电路正常工作,选择一个高稳定性基准源,是本设计的一个关键因素,要求基准源必须具有高精度、低温度系数和高稳定性。     

海底管道水下气体扩散FLUENT仿真分析

海底管道气体扩散到自由表面的半径及泉涌高度是进行水下气体泄漏风险分析的关键因素。利用FLUENT软件中的VOF模型和DPM模型耦合方式,对海底管道气体竖向扩散进行了仿真。模拟了水气两相交界面的行为,研究了气泡粒子扩散过程,分析了气泡粒子的扩散半径及轴向位移,讨论了不同泄漏速率对水下气体上升时间及水气两相交界面中泉涌高度的影响。通过模型中的水气两相交界面中泉涌高度和上升时间与实验结果的比较,验证了模型在一定条件下的正确性。     

中国南海区1992-2012年的中尺度涡旋演化过程表达与统计分析

Automated identification and tracking of mesoscale ocean eddies has recently become one research hotspot in physical oceanography. Several methods have been developed and applied to survey the general kinetic and geometric characteristics of the ocean eddies in the South China Sea（SCS）. However, very few studies attempt to examine eddies＇ internal evolution processes. In this study, we reported a hybrid method to trace eddies＇ propagation in the SCS based on their internal structures, which are characterized by eddy centers, footprint borders, and composite borders. Eddy identification and tracking results were represented by a GIS-based spatiotemporal model. Information on instant states, dynamic evolution processes, and events of disappearance, reappearance, split, and mergence is stored in a GIS database. Results were validated by comparing against the ten Dongsha Cyclonic Eddies（DCEs） and the three long-lived anticyclonic eddies（ACEs） in the northern SCS, which were reported in previous literature. Our study confirmed the development of these eddies. Furthermore, we found more DCE-like and ACE-like eddies in these areas from 2005 to 2012 in our database. Spatial distribution analysis of disappearing, reappearing, splitting, and merging activities shows that eddies in the SCS tend to cluster to the northwest of Luzon Island, southwest of Luzon Strait, and around the marginal sea of Vietnam. Kuroshio intrusions and the complex sea floor topography in these areas are the possible factors that lead to these spatial clusters.     

Experimental study of nonlinear behaviors of a free-floating body in waves

Nonlinear behaviors of a free-floating body in waves were experimentally investigated in the present study. The experiments were carried out for 6 different wave heights and 6 different wave periods to cover a relatively wide range of wave nonlinearities. A charge-coupled device (CCD) camera was used to capture the real-time motion of the floating body. The measurement data show that the sway, heave and roll motions of the floating body are all harmonic oscillations while the equilibrium position of the sway motion drifts in the wave direction. The drift speed is proportional to wave steepness when the size of the floating body is comparable to the wavelength, while it is proportional to the square of wave steepness when the floating body is relatively small. In addition, the drift motion leads to a slightly longer oscillation period of the floating body than the wave period of nonlinear wave and the discrepancy increases with the increment of wave steepness.     

Effects of Mudstone Particle Content on Shear Strength of a Crushed Sandstone–Mudstone Particle Mixture

The present study focuses on the shear strength, deformation, and particle crushing of sand which is mixed by crushed sandstone and mudstone particles. Two triaxial tests—one for unsaturated specimens and the other for saturated specimens—were performed, along with sieve analysis tests. Results obtained from the triaxial tests indicate that, with the increment of the mudstone particle content by weight, the angle of internal friction decreases, the cohesion increases and then decreases, and both the initial angle of shearing resistance at the atmospheric pressure and decremental angle increase and then decrease. Compared to the unsaturated specimens, the deviator stress or normalized deviator stress of the saturated specimens at the same axial stress may decrease due to the wetting action. Thus, the shear strength of the tested materials may be reduced by the wetting action. Results of sieve analysis tests indicate that the mixing of some mudstone particles into the sandstone particle mixture may reduce the amount of particle crushing, but the wetting action may increase the amount. The amount of the crushed particle may arrive at a minimum of 40% of mudstone particle content by weight.     

Safety Assessment of Buried Pipeline during Pile Driving Vibration in Offshore Engineering

To assess the impact of pile driving on adjacent submarine pipelines during the reconstruction of a pier berth, the local damage model of submarine pipelines is established to explore the safety thresholds of the particle peak velocity and horizontal displacement. The results are analyzed and adjusted by the existing standards and the corresponding literatures. Then, a three-dimensional numerical model is presented to assess the feasibility of the construction of piles by the obtained safety limits, in which the nonlinear behavior of the soil and stress–seepage coupling analysis are considered. After the construction, the safety of submarine pipelines is rechecked by the measured value of the particle peak velocity and horizontal displacement. Meanwhile, the propagation law of vibration, the horizontal displacement of underground soil, and the pore pressure during pile driving are explored. The results indicate that the construction of piles of 2# mooring pier did not cause damage to adjacent submarine pipelines. However, the construction of piles of 1# mooring pier which is nearer may cause damage to submarine pipelines.