陡立矿山岩壁治理中的飘台稳定性分析          下载免费PDF全文

王腾飞  王蒙 《探矿工程》2020,47(10):61-66

随着国家和社会的发展，人们对生态环境越发重视。在经济发展的过程中，因采矿而遗留下了大量的废弃矿坑，这些矿坑的治理迫在眉睫。飘台作为一种治理高陡光滑岩壁的有效方法，在实际工程中被大量使用，然而对飘台稳定性的分析大多停留在简单的公式上。本文设计了一种适用于陡立矿山岩壁治理的砼制飘台结构，提炼了计算飘台稳定性的公式并结合FLAC3D数值模拟软件，对飘台的稳定性进行了分析。研究结果表明，此砼制飘台比较适用于陡立矿山岩壁的治理。  相似文献   

珠三角流动人口的代际就业结构分异及影响因素——基于六城市的调查分析     

张晓菲  张国俊  周春山 《热带地理》2020,40(5):821-831

基于珠三角六城市流动人口的问卷调查数据，划分流动人口就业类型，从职业布局和多样化指数的角度比较了新生代、中生代和老一代三代流动人口职业结构差异，利用无序多分类Logistic模型对影响因素进行探究。研究发现：1）珠三角流动人口整体就业水平不高，就业结构在代际间分异明显。新生代在技术型就业和公司文员型就业上表现出优势，中生代在各行业就业相对均衡，老一代多被束缚在以体力劳动为主的基础型部门；就业多样化水平随代际的升高而下降。2）代际就业结构的影响因素及影响方式存在共性和差异，共性因子为受教育程度、月薪水平和性别；外出务工时间正向影响新生代服务型和管理型就业，工作环境稳定的职业对已婚新生代更具吸引力，中生代对户籍和工作保障因子更为敏感。政府可从代际就业特征出发，为流动人口制定有针对性的就业政策；针对就业市场中女性和农村户籍人口的弱势地位，为其提供就业引导，创造健康的就业环境，提高流动人口整体就业水平。  相似文献   

基于高斯两步移动搜寻法的村镇避难场所可达性研究     

但文羽  肖映辉  胡周灵  詹庆明 《地球信息科学学报》2018,20(10):1412-1421

避难场所可达性是指避难场所与受灾居民之间的通达性,即灾害发生时,避难人员通过避难疏散通道到达避难场所的难易程度,是评价避难场所布局合理性的重要指标。本研究结合高斯两步移动搜寻法和网络分析法,从供需双向出发对村镇地区避难场所进行可达性分析。2种方法的结合,既充分考虑了需求点与设施点的相互作用,又充分考虑了设施点的吸引力随距离的衰减关系,并基于实际道路,以步行疏散时间作为搜索半径,降低了传统研究中因忽略供需间相互作用及实际距离而引起的可达性结果的误差。最后,以神农架松柏镇区为例,验证该方法的实际应用价值。结果表明,该方法能够有效测定村镇地区避难场所的空间可达性,同时,基于GIS软件可以直观地揭示研究区域内避难场所可达性空间分布差异。该方法可为制定科学的村镇防灾减灾规划提供方法支持。  相似文献   

秦皇岛近岸海域潮间带砂质沉积物中微塑料和重金属污染特征   总被引：1，自引：0，他引：1  

陈月琴  罗维  孙聪慧  吴光红 《海洋学报》2020,42(4):113-121

基于密度分离原理，利用饱和NaCl溶液对秦皇岛近岸海域潮间带砂质沉积物中的微塑料进行了浮选和分离提取，采用显微红外光谱方法分析附着在滤膜上的微塑料颗粒形貌和材质。结合扫描电子显微镜?能谱仪(Scanning Electron Microscopy Energy Dispersive Spectrometer，SEM-EDS)对微塑料样品进行微观形貌观察及微区成分的分析。并采用地累积指数(Geo Accumulation Indexes，I_geo)和富集系数(Enrichment Factors，EF)分析砂质沉积物中重金属Hg、Cd和Pb污染水平和富集特点。分析砂质沉积物中烧失量(Loss on Ignition，LOI)、总有机碳(Total Organic Carbon，TOC)、总氮(Total Nitrogen，TN)以及碳氮的稳定同位素组成(δ13C和δ15N)，探讨有机质的可能来源。结果表明:秦皇岛近岸海域潮间带砂质沉积物中有纤维类、发泡类、薄膜类3种微塑料，以纤维类的微塑料为主。微塑料表层富集有Si、Al、Mg、Fe和Ca等元素。沉积物中Hg和Cd富集水平较高，Pb富集水平较低。沉积物TOC和TN含量较低，LOI为TOC的1.6倍，δ13C、δ15N和TOC/TN的数值范围均显示有机质以海洋浮游植物藻类等海源为主。  相似文献   

Parametric Vibration Analysis of Submerged Floating Tunnel Tension Legs     

SUN Sheng-nan  SU Zhi-bin  FENG Yun-fen  XU Xian-yi 《中国海洋工程》2020,(1):131-136

According to the characteristics of submerged floating tunnel anchored by tension legs,simplifying the tube as point mass and assuming that the tension leg is a nonlinear beam model hinged at both ends,the nonlinear vibration equation of the tension leg is derived.The equation is solved by the Galerkin method and Runge Kutta method.Subsequently,numerical analysis of typical submerged floating tunnel tension leg is carried out.It is shown that,the parametric vibration response of the submerged floating tunnel tension leg is related to the amplitude and frequency of the end excitation.Without considering axial resonance and transverse resonance,it is reasonable that higher order modes are abandoned and only the first three modes are considered.The axial resonance amplitude of the second or third order mode is equivalent to the first order mode axial resonance amplitude,which should not be ignored.  相似文献   

山东半岛漂浮铜藻和底栖铜藻气囊及生殖托的形态学比较分析   总被引：1，自引：0，他引：1  

庞云龙  刘正一  丁兰平  付晚涛  于淑贤  孙作登  秦松 《海洋科学》2018,42(3):84-91

铜藻(Sargassum horneri)是主要分布于北太平洋西部的暖温带性海藻,是我国海藻场的重要组成物种之一,对于海洋环境、渔业资源具有重要支撑作用。除底栖生活外,铜藻可营漂浮生活。气囊和生殖托是铜藻适应漂浮生活的重要结构,但是二者与漂浮生活相适应的结构特点尚研究有限。本文对漂浮铜藻和底栖铜藻气囊、生殖托的数量以及主要形态学特征进行了统计学分析,结果显示:漂浮铜藻气囊体积显著小于底栖铜藻(P0.01),漂浮铜藻生殖托个数远少于底栖铜藻(P0.01),推测铜藻为了适应漂浮生境,其漂浮能力和有性生殖能力已经发生改变。  相似文献   

新型钢弹簧浮置板道床隔振试验与数值分析研究          下载免费PDF全文

高扬  张强  刘文光  李腾 《世界地震工程》2020,(3):038-47

提出了一种附加位移放大杠杆的新型钢弹簧浮置板道床隔振装置并进行了理论分析，给出了该装置基于位移放大倍数的阻尼力和耗能计算公式。同时设计制作了附加3倍位移放大的新型钢弹簧浮置板道床隔振装置并进行了地铁振动测试，试验结果表明:该装置隔振效果显著。通过建立新型钢弹簧浮置板道床隔振系统有限元分析模型，数值模拟结果与实测振动数据可进行较好的吻合，结果表明:新型钢弹簧浮置板道床隔振系统能有效地减小结构的动力响应。  相似文献   

Dynamic modeling and vibration suppression for an offshore wind turbine with a tuned mass damper in floating platform     

《Applied Ocean Research》2019

The worldwide demand for renewable energy is increasing rapidly. Wind energy appears as a good solution to copy with the energy shortage situation. In recent years, offshore wind energy has become an attractive option due to the increasing development of the multitudinous offshore wind turbines. Because of the unstable vibration for the barge-type offshore wind turbine in various maritime conditions, an ameliorative method incorporating a tuned mass damper (TMD) in offshore wind turbine platform is proposed to demonstrate the improvement of the structural dynamic performance in this investigation. The Lagrange's equations are applied to establish a limited degree-of-freedom (DOF) mathematical model for the barge-type offshore wind turbine. The objective function is defined as the suppression rate of the standard deviation for the tower top deflection due to the fact that the tower top deflection is essential to the tower bottom fatigue loads, then frequency tuning method and genetic algorithm (GA) are employed respectively to obtain the globally optimum TMD design parameters using this objective function. Numerical simulations based on FAST have been carried out in typical load cases in order to evaluate the effect of the passive control system. The need to prevent the platform mass increasing obviously has become apparent due to the installation of a heavy TMD in the barge-type platform. In this case, partial ballast is substituted for the equal mass of the tuned mass damper, and then the vibration mitigation is simulated in five typical load cases. The results show that the passive control can improve the dynamic responses of the barge-type wind turbine by placing a TMD in the floating platform. Through replacing partial ballast with a uniform mass of the tuned mass damper, a significant reduction of the dynamic response is also observed in simulation results for the barge-type floating structure.  相似文献   

半潜式浮式风机支撑平台首摇运动特性分析     

陈嘉豪  胡志强 《海洋工程》2019,37(1):20-28

借助FAST软件对OC4半潜式浮式风机平台进行数值计算,分析了影响海上浮式风机平台首摇运动的一系列重要因素及其变化规律(如风向变化、浪向变化、陀螺力矩等)。研究了平台首摇运动所诱导的风机系统动力响应,发现浮式风机首摇运动不仅会加剧平台耦合运动响应,而且还会影响风机的气动性能和加剧锚泊张力波动。提出并探讨了几种减小海上浮式风机支撑平台首摇运动的方法。  相似文献   

Extracting energy while reducing hydroelastic responses of VLFS using a modular raft wec-type attachment     

《Applied Ocean Research》2019

This paper presents the use of a modular raft Wave Energy Converter (WEC)-type attachment at the fore edge of a rectangular Very Large Floating Structure (VLFS) for extracting wave energy while reducing hydroelastic responses of the VLFS under wave action. The proposed modular attachment comprises multiple independent auxiliary pontoons (i.e. modules) that are connected to the fore edge of the VLFS with hinges and linear Power Take-Off (PTO) systems. For the hydroelastic analysis, the auxiliary pontoons and the VLFS are modelled by using the Mindlin plate theory while the linear wave theory is used for modelling the fluid motion. The analysis is performed in the frequency domain using the hybrid Finite Element-Boundary Element (FE-BE) method. Parametric studies are carried out to investigate the effects of pontoon length, PTO damping coefficient, gap between auxiliary pontoons, and incident wave angle on the power capture factor as well as reductions in the hydroelastic responses of the VLFS with the modular attachment. It is found that in oblique waves, the modular attachment comprising multiple narrow pontoons outperforms the corresponding rigid attachment that consists of a single wide pontoon with respect to the power capture factor and the reduction in the deflection of the VLFS. In addition, it is possible to have a considerable gap between pontoons without significantly compromising the effectiveness of the modular attachment.  相似文献