Mooring tension and motion characteristics of a submerged fish reef with net in waves and currents using numerical analysis

A numerical model was used to analyze the motion response and mooring tension of a submerged fish reef system. The system included a net attached to a rigid structure suspended up from the bottom with a single, high tension mooring by fixed flotation. The analysis was performed by using a Morison equation type finite element model configured with truss elements. Input forcing parameters into the model consisted of both regular and irregular waves, with and without a steady current. Heave, surge and pitch dynamic calculations of the reef structure were made. Tension response results of the attached mooring line were also computed. Results were analyzed in both the time and frequency domain in which appropriate, linear transfer functions were calculated. The influence of the current was more evident in the tension and heave motion response data. This is most likely the result of the large buoyancy characteristics of the reef structure and the length of the mooring cable. Maximum mooring component tension was found to be 13.9 kN and occurred when the reef was subjected to irregular waves with a co-linear current of 1.0 m/s velocity. The results also showed that the system had little damping (in heave) with damped natural periods of 2.8 s. This combination of system characteristics promotes a possible resonating situation in typical open sea conditions with similar wave periods.     

双频激电法在西澳矿产勘查中的应用

结合双频激电法在西澳大利亚典型覆盖区(热带稀树草原覆盖区)的应用实践,讨论了在特殊地质景观条件下,双频激电法在工作设计中装置选择、工作频率选择、接地电阻改善、电磁耦合克服等方面遇到的问题以及解决这些问题所提出的技术方法,总结整理了一些具有代表性的工作准则和野外工作经验。结论表明:双频激电法在澳洲某金矿的特殊地理环境下的应用效果良好,圈定的激电异常符合地质预期,有进行工程验证的必要;使用双频激电法,在设计及施工过程中应综合分析各方面的影响因素,科学决策,并对可能影响测量数据准确性的因素采取有效的措施,这样才能充分发挥其技术优势,取得令人满意的成果。     

环工作面三维直流电阻率法研究及应用

本文在矿井直流电法理论基础上,推导环工作面三维直流电法测量深度公式,得到环工作面三维直流电法记录点坐标位置.基于以上理论,建立了环工作面三维直流电法异常体模型,分析了环工作面三维直流电法二极装置、三极装置、四极装置异常体响应特征,得出环工作面三维直流电法各装置敏感度低的主要原因是缺少必要的数据采集点.为了提高环工作面三维直流电法分辨率,最大限度增加工作面内侧的采集数据点.基于以上原因本文提出了对角偶极装置采集模式及多装置的数据叠加反演处理方法,以增加工作面内采集数据点,提高三维勘探的精度.本文通过某矿8802工作面底板富水性探查实例,说明该方法的有效性.     

极地深冰钻用减速传动装置设计

在前期研发的极地深冰钻用减速传动装置中,行星齿轮减速传动装置易发生疲劳破坏,因此减速传动装置寿命相对较低。针对上述问题,对铠装电缆电动机械钻具的减速传动装置进行改进设计,确定装置的结构和尺寸、分析该装置的啮合受力情况并进行强度估算。利用Inventor软件建立该减速传动装置三维实体模型。结合ANSYS Workbench软件对装置的结构进行静力学分析。研究结果表明,该活齿传动减速传动装置满足设计要求,为优化极地深冰钻用减速传动装置提供了依据。     

绿沸石基复合材料对河道水中氨氮去除效果研究

以绿沸石、硅藻土、膨润土、牡蛎壳为主要原材料,包衣机制粒后马弗炉焙烧制成绿沸石-硅藻土(GZD)、绿沸石-膨润土(GZB)、绿沸石-牡蛎壳(GZO)等3款球状氨氮吸附材料。探究造孔剂-粘结剂配比、物料配比、焙烧温度、焙烧时间对污水中氨氮的吸附量和材料散失率的影响,通过吸附动力学、吸附等温线、氨氮去除率、材料散失率试验探讨其吸附机理。并设计了简易装置,用实际河道水样对比分析了3款复合材料与块状绿沸石原矿对氨氮的吸附效果和重复利用次数,对处理效果最佳的GZD中的主要材料绿沸石和硅藻土进行了SEM和XRF表征。结果表明:GZD的氨氮吸附效果最佳,制备条件为造孔剂、粘结剂、绿沸石、硅藻土的质量比为1.2﹕5﹕9﹕1;在500℃下焙烧3 h;GZD对氨氮的吸附符合准二级动力学,用Freundlich等温线比Langmuir等温线更适合描述其吸附过程;GZD对实际河道水样进行5次吸附再生后仍具有明显效果。     

双管钻机夹持卸扣装置的有限元分析及优化

夹持卸扣装置是双管钻机的重要组成部分,主要用于夹持孔内钻具,配合回转器实现机械拧卸钻杆的功能,其性能的好坏将直接影响整机的性能、钻进效率以及钻孔质量等。为验证设计结构的功能和质量,缩短研发周期,提出应用ABAQUS软件对夹持卸扣装置进行有限元分析和优化。结果表明优化后的结构满足安全系数的要求,为夹持卸扣装置的结构设计和优化提供了借鉴,同时为双管钻机的整体可靠性提供了保障。     

超导重力装置的调平及实验分析

通过分析重力测量精度与磁悬浮系统倾角及仪器支撑腿调节高度之间的关系,结合支撑腿支撑重量大、位移调节精度高的要求,确定采用交流伺服电机驱动高精度电动缸作为支撑腿进行重力仪倾角调平的方案。制作支撑腿调平系统并进行调平实验,倾角调节精度达0.002°,最小位移调节小至2.5μm,找到倾角最小位置,实现重力仪调平功能,同时验证重力测量精度与倾角间的关系,为超导重力仪的调平和高精度重力测量提供参考。     

Experimental Investigation of Wave Heights in A Directional Wave Field Through Image Sequences

Measurements of wave heights with image sequences from a Charged Coupled Device(CCD) camera were made. Sinusoidal, as well as unidirectional and directional, waves were used for the experiments. A transfer function was obtained by calibration of the magnitudes of the gray values of the images against the results of wave gauge measurements for directional waves. With this transfer function, wave heights for regular waves were deduced. It is shown that the average relative errors are smaller than 16% for both unidirectional and directional waves.     

CCLID不完全复位噪声及复位噪声的消除

本文采用两次复位的方法解决了\     

Control law for variable damping device defined by a non-linear differential equation

This paper proposes a non-linear control law for a variable damping device (VDD) aimed at reducing structural seismic responses. The VDD is attached to the structure by an auxiliary spring element composing a non-linear Maxwell element. The VDD's damping coefficient is adjusted to control the reactive internal force in the non-linear Maxwell element. A large controlled force is thus produced with little external power required to adjust the VDD's damping coefficient. The proposed control law defines the rate or increment of the VDD's damping coefficient at a certain moment by a differential equation or its discretized form. The controlled force vs. deformation relation plots parallelogram-like hysteretic curves, which indicates quick action and energy dissipation. Fundamental characteristics of an SDOF model with the VDD controlled by the proposed law are examined for impulse, sin and seismic excitations. The law for the SDOF model is extended to one for an MDOF model. The control effect for a 3DOF model is examined by numerical experiments. Copyright © 1999 John Wiley & Sons, Ltd.