观察型水下机器人ROV系统配置研究

在简述无人遥控潜行器(ROV)系统构成的基础上,就观察型ROV的推进系统、成像系统、应用环境以及风险分析等方面进行深入探讨,提出了在我国海域环境下,有关水下机器人系统配置以及实际应用等方面的建议。     

Seismic response of multi-tiered reinforced soil retaining walls

In this study, a validated Finite Element procedure was used to investigate the similarities and differences of seismic performances between single- and multi-tiered reinforced soil walls. Three-tiered walls at a total height of 9 m were analyzed together with vertical walls at the same height. It was found from the Finite Element analyses that the resonant frequency of reinforced soil walls might increase with an increase in the tier-offset. The multi-tiered configuration could considerably reduce the residual lateral facing displacement and the average reinforcement load, and the reinforcement load distribution with height was different from that in vertical walls. With the same reinforcement length and spacing, the multi-tiered walls resulted in smaller reinforcement connection loads with the facing blocks. The study filled the gap of seismic behavior of multi-tiered reinforced soil retaining walls and revealed a few unique dynamic properties of this type of earth structures.     

Does the Drake Passage play an essentially important role in the Cenozoic Cooling?

The Drake Passage is the seaway between South America and Antarctica. It is widely believed that the thermal isolation effects caused by the opening of the Drake Passage played an important role in the abrupt cooling that occurred at the Eocene-Oligocene boundary in the Cenozoic. These effects are also thought to be independent of the geometry of the passage. Here, the authors demonstrate that the climate impacts of the Drake Passage depend on the passage geometry by comparing the climate’s sensitivity to the opening of the Drake Passage under the present and the Early Eocene land-sea configurations. These experiments show that the thermal isolation effects caused by the passage are much stronger under the present land-sea configuration. In comparison, under the Early Eocene land-sea configuration, the weak anomalies in heat transport caused by the opening of the narrow and shallow Drake Passage are not strong enough to thermally insulate Antarctica. The climate effects of the Drake Passage on the Cenozoic cooling have been overestimated in previous sensitivity studies carried out using the present land-sea configuration. Thus, it is unlikely that the opening of the Drake Passage played an essential role in the abrupt Cenozoic cooling, especially in the abrupt cooling at the Eocene-Oligocene boundary.     

MPLS VPN的实现机制及其配置

讨论了MPLS VPN的实现方式、组件及其功能、工作原理、数据转发过程,给出了MPLS VPN配置实例,同时对MPLS VPN安全性进行了剖析.     

One-dimensional electrokinetic stabilization of dredged mud

Reuse of dredged marine sediments for land reclamation is a sustainable method for disposing the large quantities of dredged spoil, accumulating every year worldwide. However, due to their high water content and low permeability, dewatering and self-sedimentation of the material takes a long time to be completed. Therefore, different methods, such as prefabricated vertical drains and vacuum preloading, are used to improve the consolidation properties of the dredged mud at the port of Brisbane. Among these stabilization methods, vacuum preloading is determined as the most effective method to increase the consolidation of the dredged mud. However, clogging during vacuum consolidation is undesirable. Therefore, electrokinetic stabilization draws attention since it is an environmentally friendly and time efficient method to dewater and consolidate dredged mud significantly. The effectiveness of the electrokinetic stabilization depends on the properties of the soil and the electrode configurations. One-dimensional and two-dimensional electrode configurations are the most popular configurations. In this study, the effect of one-dimensional electrode configuration, which is installation of electrodes in arrays of anodes and cathodes on consolidation parameters of dredged mud, is investigated. Based on this study, the dredged mud sediments can be stabilized using one-dimensional electrokinetic stabilization which resulted in improving compression index and coefficient of volume compressibility and reduction of soil plasticity index.     

我国井下地电阻率观测技术现状分析

地震地电阻率前兆观测在中国开展了近50年,各种电磁干扰以及一些与地震无关的地表覆盖层电性结构变化一直影响着地电阻率观测,特别是近年来,电磁干扰越来越严重,为了抑制和减小电磁干扰和环境因素的影响,多个台站开展了试验性的井下地电阻率观测。通过对我国目前开展井下地电阻率观测台站的调研,总结了观测中成功的经验和存在的问题,并在此基础上,对井下观测装置技术的各个环节,提出相应较合理的技术措施。     

最优多因子动态配置的东北汛期降水相似动力预报试验

基于中国气象局国家气候中心季节预报业务模式27a(1983—2009年)预报结果和同期美国气候预报中心组合降水分析(CMAP)资料及国家气候中心气候系统诊断预报室74项环流指数和NOAA40个气候指数(1951—2009年),提出了客观定量化的最优多因子动态配置汛期降水相似-动力预测新技术,并对中国东北地区汛期降水进行了预报试验。利用历史资料有用信息估算模式预报误差原理,选取4个历史相似年对应模式误差来估算当前模式预报误差。通过单因子交叉检验距平相关系数确定主导因子及演化相似因子,结合当前及前期优化多因子组合配置确定预报因子集,最后利用历史相似年对应模式误差来估算当前模式预报误差并订正国家气候中心季节预报业务模式的预报结果,得到预报的汛期降水。对2005—2009年进行独立样本检验的结果表明,此技术对中国东北地区汛期降水有一定预报技巧。证实了利用历史资料估计业务模式预报误差的另类途径是可行的,显示了在业务预报应用中的潜在能力。     

庐山台风暴雨天气系统配置与云型分析

使用近10a以来登陆台风对庐山暴雨影响的历史资料进行分析,结果表明:(1)影响庐山的台风移动路径主要为中路,细分为中路Ⅰ型和中路Ⅱ型,其中对庐山影响最大的是中路Ⅰ型,其它登陆台风,中心位置＜25 °N或＞30°N,对庐山的影响都很小.(2)中、低层以及地面合成场存在一定的共性,即(32 ～42 °N,100 ～ 110°E)一带形成高压阻挡坝,长江以南地区、南海以及台湾处于闭合低压区内.这种配置是庐山台风暴雨常见的天气系统配置类型.(3)庐山地形对台风降水的增幅作用十分明显.(4)庐山台风暴雨主要有3种云型:①台风外围环流云型;②台风螺旋雨带云型;(③台风低压(槽)云型.这3种云型表明了台风3个不同阶段的特征,庐山台风暴雨主要与西风带系统和副热带高压阻隔作用、涡旋Rossby波激发的螺旋雨带、中尺度对流云团发展以及低层西南暖湿低空急流等因素有关.     

高密度电法在水库坝基无损检测中的应用

某坝基为砂卵石基础,其下为强风化基岩,坝基渗漏和左右岸绕坝渗漏是该水库坝基存在的主要地质问题。为此,采取了塑性混凝土防渗墙与双排帷幕灌浆相结合的综合防渗措施。为了检测水库坝基及塑性混凝土防渗墙施工质量,防止水库正常蓄水后发生渗漏,选用了高密度电法进行无损检测。工程采用温纳施伦贝尔法观测,分别采用5m和10m电极间距,电极数60个,剖面数16。依据5m和10m道距实测视电阻率剖面与反演结果的解释,对水库坝基和防渗墙的工程质量进行了评价,认为-25m桩号塑性混凝土防渗墙可能存在渗漏问题,-80m桩号对应一低阻异常,坝体可能存在渗漏通道;其余部位未发现明显异常。     

Seismic velocity discontinuities in the crust and uppermost mantle beneath the Kanto district, central Japan, identified from receiver function imaging and repeating earthquake activity

We constructed vertical cross-sections of depth-converted receiver function images to estimate the seismic velocity structure of the crust and uppermost mantle beneath the Kanto district, central Japan. Repeating earthquake data for the plate boundary were also used to estimate geometries of the subducting Philippine Sea plate and the subducting Pacific plate. As a result, we present images of some major seismic discontinuities. The upper boundary of the Pacific plate dips to the northwest in northern Kanto and to the west–southwest in southern Kanto with some undulations. On the other hand, the upper boundary of the Philippine Sea plate as a whole dips to the northwest. However, it is concave to the northeast in the southern Boso peninsula. We suggest that the low-velocity mantle wedge may be indicated on the top of both subducting plates. Plate thickness gradually decreases to the northeast. The northeastern end of the Philippine Sea plate is interpreted to be at depths of 45–90 km. The Moho discontinuity in the overriding plate is deeper than 25 km in the northern Kanto. It contacts the subducting Philippine Sea plate in the southwestern part near 35.8°N.