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1.
深渊着陆器在下潜过程中,由于受到海流的影响,其坐底位置会偏离投放点,偏离量和偏离方向很难估计,而声学水下定位方法在深渊海区不太适用.通过在海面进行气枪十字放炮作业,利用炮点准确位置和时间信息,以及海底地震仪(Ocean Bottom Seismometer,OBS)记录的直达水波到时,对深渊着陆器的坐底位置进行精确测量可以提供有效定位数据.该方法对采集得到的数据进行预处理,使用蒙托卡洛方法结合最小二乘法,对万泉号着陆器实际坐底位置进行了反演校正,得到三个潜次的位置校正偏移量分别为211m、178m、861m,偏移方向各不相同,校正精度为±20m,比以往的定位精度大为提高.此外,该方法测量确定了三个海底标志物的精确位置,为未来万米无人或载人潜器提供了可靠的水下参考坐标. 相似文献
2.
During the drilling of ultra-deep-water subsea petroleum wells, a blow-out preventer (BOP), a piece of safety equipment, must be assembled on the wellhead. The BOP is suspended using the drilling riser during the wellhead approach operation, and the riser's top end is connected to the floating platform rig. This article presents a feedback control system for the automatic approach of the BOP to the wellhead. Compared to state-of-the-art controls, ours does not require ancillary thrusters installed alongside the riser nor inclination sensors atop of the drilling riser. Additionally, our proposed control embeds a closed-loop dynamic positioning system, thus retaining the characteristics of the original control system and adding an extra closed-loop. This eases implementation of the BOP approach control to an existing platform. To calculate the optimal gains for the BOP controller, we assume a linear system for the riser, including only the pendulum-shape. The simulation is carried out using nonlinear models for both riser and floating platform. We assume an International Towing Tank Conference standard semi-submersible platform, coupled with a 3000-m free-hanging vertical riser for the time-domain simulation. The results show the BOP tracking to be a step-shaped input signal under current and wave loads. A discussion of the performance of feedback control under different environmental loads is also included. 相似文献
3.
Variation in soil saturated hydraulic conductivity along the hillslope of collapsing granite gullies 总被引:2,自引:0,他引:2
Saturated hydraulic conductivity (Ks) affects the soil hydrological process and is influenced by many factors that exhibit strong spatial variations. To accurately measure Ks and its scale, spatial variability and relationship with collapsing gullies, we analysed four double-ring infiltrometer diameters in three soil layers during in situ experiments designed to measure Ks in two typical collapsing gullies (three slope sites) in Tongcheng County of China. The results showed that Ks increased with increasing inner ring diameter, but no significant difference existed between inner diameters of 30 and 40 cm. The Ks in red soil layers was higher than that in sandy soil layers, the transition layers had the lowest values. Ks also varied with slope position, gradually decreasing with distance from the gully head. The suggestion is that the spatial variation in Ks is affected not only by the intrinsic soil properties but also by the interaction with the collapsing gully. 相似文献
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5.
采用ATG-6118H痕量氢在线自动分析仪,在朱夏-商丹断裂带南阳地区布设独山、马山口2个氢气观测台,研究设备取气深度、抽气时间设置长短对观测断层氢气浓度的影响,从而为利用痕量氢设备进行断层氢气观测提供参考依据。实验结果表明:①取气深度越浅,观测到的氢气浓度越高,日变化幅度越大;②集气管内氢气浓度偏低时,抽气时间设置略高于导气管路排空时间,氢气浓度明显变化,否则变化不明显。 相似文献
6.
AbstractUnder seismic loading, the soil layer is subjected to multidirectional cyclic shear stress with different amplitudes and frequencies because of the coupling of multiple shear waves and the soil element within a slope or behind a retaining wall is subjected to initial static shear stress before subjected to cyclic loading. Due to the complexity of seismic loading propagation, a phase difference exists between the initial static shear stress and cyclic shear stress. To investigate the influence of the phase difference and initial static shear stress on cyclic shear strain, cyclic modulus, and cyclic strength, a series of laboratory tests are performed on Wenzhou marine soft clay by multi-directional simple shear system, which can simulate the actual state better by controlling the horizontal cyclic stress in the x and y directions simultaneously. As the phase difference varies from 0° to 90°, the dynamic shear modulus increases and cyclic strain accumulation decreases with an increasing number of cycles. The shear strain increases with the initial shear stress. 相似文献
7.
本文收集使用紫坪铺水库台网记录到的汶川地震主震P波波形资料,利用P波反投影叠加法获取了2008年5月12日汶川M_W7.9地震起始破裂的时空演化过程.通过分析本次大地震起始破裂阶段(0~1s)破裂点在三维空间内的分布特征,确定了本次大地震起始破裂位置及起始破裂断层几何结构模型.得到以下结果:汶川地震起始破裂点位于31.013±0.002°N、103.392±0.002°E,震源深度为8.2±0.4km,发震时刻为2008年5月12日14∶27∶58.80±0.4.汶川地震起始破裂的最佳断层面走向为NE48°,倾向NW35°,起始阶段破裂的深度范围为地下7.5~9km. 相似文献
8.
西藏班公湖-怒江缝合带中段侏罗纪高镁安山质岩石对中特提斯洋演化的制约 总被引:2,自引:1,他引:1
班公湖-怒江缝合带中段地区南北向分布了三条分支蛇绿岩亚带,它们记录了该地区中特提斯洋复杂的构造演化过程。目前对于该地区洋盆俯冲消减动力学过程一直缺乏有效制约。为探讨这一问题,本文对班公湖-怒江缝合带中段新近厘定的安山岩和闪长岩开展了系统的野外、岩石地球化学和锆石U-Pb年代学研究。安山岩主要呈不整合覆盖于晚三叠世沉积地层之上,或与侏罗纪俯冲增生杂岩和橄榄岩以断层接触,闪长岩主要呈岩脉体侵入于橄榄岩中。锆石U-Pb定年表明,安山岩和闪长岩均形成于中晚侏罗世(165~161Ma)。安山岩和闪长岩地球化学组成类似,它们大都具有高的MgO含量和Mg#值,这与高镁安山岩相类似。稀土和微量元素组成显示出典型的岛弧岩浆岩特征,富集轻稀土(LREE)和Rb、Th、U、Pb等元素,亏损Ba和高场强元素(HFSE; Nb,Ta和Ti)。同时,样品还显示出较低的Ba/Th和较高的(La/Sm)N比值,以及负的锆石εHf(t)值和古老的锆石Hf模式年龄。这些特征表明这些高镁安山岩和闪长岩是大洋板片俯冲沉积物部分熔融的熔体交代地幔楔的产物。结合区域地质和前人研究,认为这些岩石可能形成于靠近海沟的大陆边缘环境,是班公湖-怒江中特提斯洋中段北拉-拉弄分支洋盆初始俯冲消减的产物,该初始俯冲作用可能与安多微陆块和南羌塘地块碰撞导致的俯冲南向跃迁有关。 相似文献
9.
When a subsea pipeline is laid on an uneven seabed, certain sections may have an initial elevation with respect to the far-field seabed, eo, and thus potentially affecting the on-bottom stability of the pipeline. This paper focuses on quantifying the effects of the upstream dimensionless seabed shear stress, θ∞, and Reynolds number, Re, on: (1) the maximum dimensionless seabed shear stress beneath the pipe, θmax, to be compared to the critical shear stress in order to determine whether scour would occur and progress towards an equilibrium state; and, (2) the dimensionless equilibrium scour depth beneath the pipe, Seq/D. Using a 2-D Reynolds averaged Navier-Stokes (RANS) approach along with the k-ω Shear Stress Transport (SST) turbulence model, a parametric study involving 243 computational fluid dynamics (CFD) simulations was conducted. The simulation results were used to develop a closed-form equation for the prediction of θmax. Subsequently, experimental measurements of Seq/D have been compiled from published literature, to develop a new closed-form equation for the prediction of Seq/D with a high correlation to the experimental data. In summary, we present two closed-form equations for the prediction of θmax and Seq/D for pipelines with an initial eo/D, which are applicable for both clear-water and live-bed conditions. The effects of θ∞ and Re have been included, albeit Re having a small influence as compared to the other parameters. 相似文献
10.
西北太平洋副热带高压(简称副高)位置的异常变动对东亚和中国气候有十分重要的影响。为进一步认识副高东西变动对中国西南地区降水的影响,根据东亚—西北太平洋地区高低层大气环流的季节特征,选取700 hPa不同关键区区域平均相对涡度定义了一个新的表征副高位置东西变动的VORT指数。分析发现:该指数不仅能客观定性地表征副高反气旋环流位置的东西变动,而且能反映副高与东亚经向环流变化的关系,副高偏东(西)时,东亚呈负-正-负(正-负-正)经向异常波列。与其他副高指数相比,该指数能较好地反映夏季中国东部雨带位置的季节性移动,并与西南地区降水呈显著相关,对西南地区降水变化有指示意义。其中,6月和7月的相关非常显著,副高偏西时,6月四川西部和南部、云南中北部地区降水偏少,贵州大部降水偏多;7月四川北部和东部、贵州东北部降水偏多,而云南中部和西北部降水偏少,反之亦然。进一步分析还发现,副高与海温的关系与副高活动的位置有关,副高越偏北,与海温的关系就越弱。 相似文献