完善预防预警机制 提高防灾搜救能力：部际联手 构筑和谐水上安全屏障

2008年,对于中国人来说,是极不平凡的一年。 但无论是南方雪灾、汶川地震时保障水路通畅,还是举办奥运战浒苔、防抗台风保平安,总有一种坚定的力量,在危急时刻营救生命、排除万难,为营造和谐的水上环境,构筑起一道安全屏障：这力量来自于党中央、国务院、中央军委正确领导下的国家海上搜救部际联席会议各成员单位及国务院相关部门。     

无线传感器网络安全路由协议SNEP的分析与仿真实现

以提供可靠保密通信为目标的安全路由协议的分析是无线传感器网络安全基本研究领域之一．阐述了针对无线传感器网络的攻击手段所采取的措施,研究了安全路由协议,重点研究了其中的传感网络加密协议（Sensor Network Encryption Protocol,SNEP）,并进行了仿真实现,最后针对无线传感网络的攻击方式对SNEP的安全性进行了分析．结果证明SNEP协议具有数据机密性、数据认证、防御重放攻击等安全服务．     

Non-local simulation of the stable boundary layer with a third order moments closure model

A new higher order closure model for the stable boundary layer is presented and compared with Large Eddy Simulation data. The model includes numerical solutions for the mean values, second and third order moments equations. A satisfactory agreement is found between the calculated vertical profiles of the turbulent quantities with those provided by the LES. Furthermore the new model results are compared with profiles obtained with a lower order closure model in order to verify the effective importance of including third order dynamical equations in the model.     

An algorithm for oceanic front detection in chlorophyll and SST satellite imagery

An algorithm is described for oceanic front detection in chlorophyll (Chl) and sea surface temperature (SST) satellite imagery. The algorithm is based on a gradient approach: the main novelty is a shape-preserving, scale-sensitive, contextual median filter applied selectively and iteratively until convergence. This filter has been developed specifically for Chl since these fields have spatial patterns such as chlorophyll enhancement at thermohaline fronts and small- and meso-scale chlorophyll blooms that are not present in SST fields. Linear Chl enhancements and localized (point-wise) blooms are modeled as ridges and peaks respectively, whereas conventional fronts in Chl and SST fields are modeled as steps or ramps. Examples are presented of the algorithm performance using modeled (synthetic) images as well as synoptic Chl and SST imagery. After testing, the algorithm was used on > 6000 synoptic images, 1999–2007, to produce climatologies of Chl and SST fronts off the U.S. Northeast.     

On the numerical accuracy of the prediction of resistance coefficients in ship stern flow calculations

This article presents a study on the accuracy of the numerical determination of the friction and pressure resistance coefficients of ship hulls. The investigation was carried out for the KVLCC2 tanker at model- and full-scale Reynolds numbers. Gravity waves were neglected, i.e., we adopted the so-called double-model flow. Single-block grids with H–O topology were adopted for all the calculations. Three eddy viscosity models were employed: the one-equation eddy viscosity and the two-equation models proposed by Menter and the TNT version of the two-equation k-ω model. Verification exercises were performed in sets of nearly geometrically similar grids with different densities in the streamwise, normal, and girthwise directions. The friction and pressure resistance coefficients were calculated for different levels of the iterative error and for computational domains of different size. The results show that on the level of grid refinement used, it is possible to calculate the viscous resistance coefficients in H–O grids that do not match the ship contour with a numerical uncertainty of less than 1%. The differences between the predictions of different turbulence models were larger than the numerical uncertainty; however, these differences tended to decrease with increases in the Reynolds number. The pressure resistance was remarkably sensitive to domain size and far-field boundary conditions. Either a large domain or the application of a viscous–inviscid interaction procedure is needed for reliable results. This work was presented in part at the International Conference on Computational Methods in Marine Engineering—MARINE 2007, Barcelona, June 3–4, 2007.     

Control Net网络在港口压舱水提升泵房远程控制系统中的应用

1 项目背景 神华天津煤炭码头坐落于天津滨海新区,码头建设之初便秉承了“节能环保”的理念,投入了大量资金用于环保设施的建设。压舱水回收系统作为公司环保设施的一部分,肩负着回收来港船舶压舱水并为洒水系统提供水源的任务。     

基于midas-GTS的盾构隧道施工上部电塔稳定性研究

为研究隧道建设过程对临近建筑物产生的影响.文中以琶洲支线隧道为例,运用三维数值分析软件midas-GTS建立足尺三维模型,分析公路隧道施工过程中电塔附近的地层变形和电塔塔基变形,得到施工过程中地层位移规律及电塔塔基的位移规律,进而分析在盾构施工中电塔的稳定性.结果表明,盾构施工对电塔的影响在规范要求内,引起的电塔塔基最...     

An exploratory study on the Northern Sea Route as an alternative shipping passage

This qualitative inductive research explores the potential benefits for the Scandinavian economy and ports through the implementation of the Northern Sea Route (NSR) as an alternative for container shipping to the established Southern route through the Suez Canal. To extract expert’s opinions and address these objectives, we utilised in-depth face-to-face semi-structured interviews through purposive sampling in a single case study setting. The analysis of the data demonstrates that the commercialisation of NSR can yield benefits for the Scandinavian economy (e.g. GDP increase, jobs creation) and reveals the benefits of Scandinavian ports (e.g. ECA’s, flexibility, hinterland, etc.) compared to other ports in North West Europe, which potentially grasp the NSR as an opportunity. However, it is highlighted that this can only be achieved if Scandinavian countries are proactive and secure their involvement.     

水面油膜及漂浮物回收分离装置的研制

针对水面油膜及漂浮物扩散面积大、浮层薄的特点,利用油及漂浮物与水的密度不同这一物理特性,设计一套具有良好水动力性能的水面油膜及漂浮物回收分离装置。载体平台在水面上能够抵御一定的风浪影响,快速、高效地吸收水面表层油膜及漂浮物。完成载体平台、控制系统、油膜及漂浮物回收分离系统的设计及建造,开展系统集成、调试、样机试验等工作,并验证了装置的性能。研究成果可为水面油膜及漂浮物的回收分离设备的研制和应用提供借鉴。     

Mechanism of Tunnel Water Inflow Caused by Bending Failure of a Waterproof Dike Based on a Circular Thin Plate Mechanical Model北大核心CSCD

Water bursts during tunnel construction endanger construction, and it is therefore necessary to reserve a waterproof dike with the required thickness to avoid water bursts and to take reinforcement of the dike and treatment of the structure liable to trigger a water burst. Using the water burst at K5+398 of the Mingyueshan tunnel of the Shanghai-Chengdu expressway as an example, and considering the type of tunnel section and the upright mudstone of the dike, the waterproof dike at the work face is simplified as a round thin plate. A formula for the calculation of a minimum safety thickness for the critical waterproof dike is deduced by analyzing the force applied on the water-proof dike, and the minimum safety thickness for the water burst section at K5+398 of the Mingyueshan tunnel is cal-culated. The numerical simulation analysis demonstrates the critical thickness of waterproof dike at K5+398 of the Mingyueshan tunnel is 1.4-1.55 m, and the calculated water inflow and water burst basically agree with the actual condition. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.