厦门西海域拟疏浚沉积物中重金属含量及潜在生态危害评价

报道了厦门西海域拟疏浚沉积物中的重金属含量水平及分布,并对其污染状况进行了潜在生态危害评价,为进一步开展疏浚物去污染技术研究提供了科学依据.研究结果表明：与其他海域的相比,马銮湾及其湾口外、筼筜湖的Cd、Hg、Cr、Zn含量较高.综合来看,厦门西海域拟疏浚沉积物重金属含量不很高（RI＜150）,属于轻微生态危害.但东渡码头外的X4站、马銮湾M2站沉积物中的Cd,及马銮湾M2站和筼筜湖Y2站沉积物中的Hg含量（40≤Er ＜80）都达到中等生态危害程度.     

齿形滑环组合密封的摩擦力矩计算

利用ABAQUS有限元软件对齿形滑环组合密封件进行建模仿真,采用网格重划技术保证仿真结果收敛,得到不同介质压力下的动密封接触面的压力分布曲线,并且进行二次多项式拟合计算得到齿形滑环组合密封的摩擦力矩理论计算值。通过搭建动密封测试平台,实际测试不同介质压力下齿形滑环组合密封的密封效果,并且得到摩擦力矩的实验值,结果摩擦力矩理论值和实验值基本吻合。结果表明:齿形滑环组合密封效果良好,摩擦力矩的理论计算基本正确,该密封的摩擦力矩与介质压力之间基本呈线性关系。     

基于倒谱的2015年天津港“8·12”爆炸分析

本文通过对记录到2015年天津港“8·12”爆炸的32个台站的三分量数字地震波形进行倒谱分析,得到了以下结论:①2个主要爆炸的发生时间间隔约为32.3s;②爆炸-2发生在爆炸-1的西北侧约353°处;③依据这些记录的倒谱,无法判定在爆炸-1前是否还存在微小的爆炸。以上结论均与前人研究成果吻合。由于倒谱叠加采用的是全波形,对滤波频带不敏感,因此,在检测发生在同一地点的多次爆炸或其它类似事件（如核爆）上有一定的优势。     

赤湾验潮站搬迁前后潮位变化特征及其订正

赤湾海洋站是国家海洋局在深圳西部海域唯一的潮汐观测站点,至今已观测30多年。由于地理位置特殊,2008年起该站被选为《中国海平面公报》反映珠江口海平面变化的代表站。2012年10月该站搬至新验潮站,受此影响,其潮位观测序列产生了差异性和不连续性。本文通过计算机编程实现了对海洋站水文气象数据的质量控制。同时,采用赤湾站与邻近验潮站进行对比的方法得出新旧站的潮位差值,初步探讨了搬站前后潮位观测结果的订正方案,并研究其建站以来的历史海平面变化特征。这对确保该站潮位资料的准确性及代表性具有重要意义,同时也为珠江口海域防灾减灾、涉海工程、风暴潮预报等提供了数据支撑。     

日照港30万吨原油码头港池与航道回淤预测分析

根据日照港30万吨级原油码头工程的设计要求,在拟建工程海域实测了2个站的大、中、小潮潮位和9条测线的流速、流向及含沙量。利用二维潮汐水流数学模型进行了潮位、流速和流向验证计算,综合研究了调查海区的泥沙运动和海底冲淤演变规律,并预测了冲淤趋势。在此基础上,重点对30万吨原油码头泊位、港池与航道的淤积进行了预测分析。分析结果表明,在正常水动力条件下,该港区内的平均年回淤速率不大,此港区适合建码头。     

直流无刷电机驱动的水下电缆绞车系统

水下电缆绞车多采用液压驱动,但液压驱动存在无效动力转换,能源使用率不高,因此直流无刷电机驱动的水下电缆绞车具有实际意义。采用直流无刷电机驱动,不仅提高了水下电缆绞车系统的能源利用率,而且改善了系统的调速性能。与直流有刷电机相比,直流无刷电机可实现充油均压密封,更有利于在水下工作。介绍了直流无刷电机驱动水下电缆绞车的组成、功能及工作原理,针对研制的专用水下直流无刷电机,重点论述了其充油密封原理和工艺,并设计了一种全新的低成本高性能驱动控制电路。该水下电缆绞车系统已初步调试完毕,试验表明各项性能良好,即将投入实际应用。它具有结构简单,工作可靠,成本低的优点,因此在实际工程应用中具有推广意义。     

基于粗糙集理论的船舶"三漏"故障诊断

故障诊断是与有效决策密切相关的复杂问题。粗糙集理论可以有效地分析、处理不完备信息。应用粗糙集理论挖掘工具,对故障信息系统“约简”,在故障诊断系统中提取最小诊断条件集,可为设备维护人员提供快捷、有效的诊断依据。对“三漏”问题中机械装配不当故障诊断作了实例分析。     

Change of Back Siltation in Lianyungang Harbor before and after Completion of the West Breakwater

—On the basis of a comparison of the field hydrological,sediment and topographic data observedbefore and after the completion of the West Breakwater in Lianyungang Harbor,which has led to the changeof topography from a strait to a bay,a synthetical analysis is conducted on the change of back siltation.Theresults show that it is the change of coast line and the consequent change of hydrological condition and sedi-ment movement that has led to the change of back siltation in the harbor.This phenomenon is caused by thelag effects of water current,sediment movement and local adjustment of topography after the construction,and it tends to be stable.The results of analysis provide not only a basis for extension of Lianyungang Harborinto a deep water harbor,but also propose a case for the study of the change of back siltation in a harbor onmuddy coast.     

Harbor resonance induced by subaerial landslide-generated impact waves

Past studies of harbor resonance have mainly been restricted to the quasi-steady oscillations induced by steady wave conditions. This paper investigates the response of a rectangular harbor to subaerial landslide-generated impact waves based on physical models, in order to compare the oscillations induced by steady and transient waves. In response to steady incident waves, oscillations within the harbor need to experience a long process to obtain their maximum value before the input energy and the losses are balanced. Landslide-generated impact waves usually include components with solitary wave characteristics and also components with dispersive wave characteristics. Each component travels with a different celerity. Usually, solitary wave components propagate faster, and arrive in the harbor first. Oscillations attain their maximum status as soon as these components arrive. The subsequently arriving components with dispersive characteristics do not enhance the resonance oscillations. So the waves with solitary characteristics are considered to play an important role in harbor resonance. Numerical experiments, using the FUNWAVE model, were conducted in order to further verify these conclusions.     

Calibrating fault seal using a hydrocarbon migration model of the Oseberg Syd area,Viking Graben

It is widely acknowledged that fault rock capillary properties are important in controlling the distribution of hydrocarbons in sedimentary basins, and methods exist for predicting the capillary seal capacity of prospect bounding faults. However, fault seal capacity is rarely incorporated into models of hydrocarbon migration. This paper presents the results of migration modelling of the Oseberg Syd area of the Viking Graben incorporating fault rock capillary properties. Seal capacity is calculated in the model as a function of Shale Gouge Ratio (SGR), i.e. the percentage shale in the sequence moved past a point on a fault. Over 3000 model realisations were run for different SGR to fault seal capacity relationships and the calculated hydrocarbon distributions were compared with known distributions. Realisations were ranked according to the closeness of fit between model and actual oil–water contacts for 7 traps. The best-fit to all 7 traps was provided by realisations with significant seal capacity at SGR values greater than ca. 0.2; a value which is in agreement with an independently derived fault-by-fault calibration between SGR and seal capacity. The level of fill calculated for an individual trap is extremely sensitive to minor changes in the seal capacity relationship because it is controlled not only by the seal capacities of the faults that bound the trap, but also by the pattern of fill–spill of upstream traps. This sensitivity to minor changes in seal capacity introduces large uncertainties when fault seal capacity relationships are used in a predictive mode and emphasises the requirement for migration modelling in fault seal prospect evaluation.