基于无线Mesh网络技术的应急通信技术应用

强烈地震发生后,灾区现场通信网络设施往往遭到破坏,因此快速建立有效且覆盖面大的应急通信网络,及时传递灾情信息,对现场组织救灾及指挥调度等救援工作具有重大意义。无线网络具有组网简单快速、成本低等技术特点,适合作为现场应急通信的网络平台。本文提出了一种基于无线Mesh网络技术的地震现场应急通信方法,在灾区现场迅速组建无线局域网,从而实现信息传递和共享,整个系统组网快捷、健壮性好,并且通过卫星通信技术可以将各局域网组成灾区广域网并进一步接入互联网,该方法能满足地震现场应急通信信息传输的基本要求。     

一种面向大场景3维显示的地形建模方法

提出一种面向大范围3维场景显示的地形建模方法.该方法基于数字高程模型DEM(Digital Elevation Model)固有的栅格特点,将大范围场景划分成小的子块.根据应用对这些子块的精度要求,采用不同地形建模方法构建相应的细节层次LoD( Level of Detail)模型.最终,通过拼接这些子块模型完成对整个大场景的多分辨率建模,试验结果表明,该算法具有较好的实用性和有效性.     

Atypical size selection of captive school prawns,Metapenaeus macleayi,by three recreational fishing gears in south‐eastern Australia

Three manipulative experiments were done to estimate the selectivity of conventional and new sizes and configurations of mesh for school prawns, Metapenaeus macleayi, in three south‐eastern Australian recreational fishing gears (haul, push, and scoop nets). The treatment meshes examined were: (1) conventional‐sized, diamond‐shaped mesh used in all gears (20 mm in scoop nets and 30 mm in push and haul nets); (2) 30 mm in scoop nets; and (3) 40‐mm diamond‐ and (4) 23‐mm square‐shaped mesh in all gears. In all experiments, known quantities of school prawns (6–24 mm carapace length (CL)) were placed in purpose‐built enclosures, monitored to ensure no experimental‐induced stress (as measured by changes in L‐lactate in their haemolymph) and the replicate treatments of the various gear configurations deployed. Escapees from the various treatment nets were collected from the enclosures using fine‐meshed nets. Logistic selection curves were derived for all treatment nets and specific comparisons made within and among gears. All nets had 50% retention lengths (L₅₀) comparable to other penaeid‐catching gears with similar mesh sizes, but most had selection ranges (SRs) that were atypically inflated. The large SRs were attributed to a combination of factors that included the mesh geometry and towing speed of the gears and the behaviour of school prawns. The 20‐mm scoop net had the smallest selection parameters, retaining >99% of individuals larger than 13 mm CL. Mesh size in this gear would need to be increased to at least 30 mm to allow some maturing prawns (>18 mm CL) to escape.     

基于三角模糊数随机模拟的地下水环境系统综合风险评价模型

采用随机模拟方法模拟三角模糊数,把三角模糊数及函数间运算简化为普通的实数之间运算,建立基于三角模糊数随机模拟的地下水环境系统综合风险评价模型(ARA-SSTFN)。结果说明:以置信区间形式表示的ARA-SSTFN评价结果,比现有常规方法结果提供评价结果可靠性方面更多信息,能反映受多种不确定性因素综合影响的地下水环境系统综合风险评价客观实际情况;ARA-SSTFN在流域水资源、水环境和水旱灾害等有随机性、模糊性和数据资料不精确等多种不确定性因素综合作用的各种资源环境系统综合风险评价问题中有推广应用价值。     

沿河县上覆第四系堆积物下伏泥岩类型滑坡失稳机制分析

建立小寨滑坡水文地质模型,模拟其在不同降雨条件下的渗流场分布及稳定性变化。结果表明,该类型滑坡的失稳演化过程主要分为上覆Q4el+dl堆积阶段、接触带泥岩富水风化阶段和风化带富水软化阶段,风化带富水软化程度与滑体的高渗透性和滑床的隔水特性密切相关,是滑坡失稳破坏的决定性因素;滑坡的发生是因地表降雨下渗受阻,在上覆堆积层及下伏泥岩层间形成富水带,富水加速泥岩风化,并在坡体内形成强风化泥岩软弱层,随地质过程持续,泥岩强风化层逐渐加厚形成软弱带,在极端暴雨气候条件下,软弱带发生蠕变,地表开裂,滑坡形成。     

基于GIS的二维非结构化剖分网格优化

非结构化网格剖分是数值模拟的关键技术之一,网格质量直接影响到计算的收敛性和精确度。在GIS辅助建立非结构化网格空间拓扑关系的基础上,针对GIS和实际研究问题给出Spring-Laplace方法——一种新的单元尺度函数定义,在GIS空间算法下利用该方法优化节点位置,并基于推进阵面算法的思想,结合空间邻近拓扑关系实现了三角剖分节点和网格的重新编号算法,方便了开边界条件的赋值,提高了计算效率。实例表明,该方法大大提高了网格生成质量,能适应FVCOM数值模型对非结构化网格剖分的要求,其收敛速度快,具有较高的运算效率。     

郯庐断裂带江苏段第四纪活动性研究

从前人地表地质、地球化学探测与构造年代学,形变资料等方面入手,结合遥感影像信息,对郯庐断裂带江苏段第四纪活动性进行了系统分析;在总结前人研究成果基础上,对其活动性差异的成因进行了探讨。结果表明:郯庐断裂带江苏段在第四纪新构造运动时期总体活动性不强,表现为右旋走滑性质。断裂以宿迁为界具有明显的分段活动差异性——北段较强,南段较弱;在北华北块体内部,郯庐断裂带通过其活动性的分段差异调节次一级块体的不同方向位移;枣庄—宿迁断裂对郯庐断裂带的切割及其左旋走滑调节作用是郯庐断裂带江苏段活动差异性的主要成因。     

Discussion on the Abnormally Low Active Fault Slip Rate of the M_S 8. 0 Wenchuan Earthquake

Based on the collection of active fault slip rate data of large intra-continental shallow thrust earthquakes occurring in the triangular seismic region of the East Asia continent,a preliminary analysis has been performed with results showing that the Wenchuan,Sichuan, China earthquake ( MS = 8. 0) of May 12,2008 occurred on the Longmenshan Mountain active fault with an abnormally low slip rate.     

南海北部第四系厚度分布图的编制与简要说明

收集南海北部大量多道地震和钻井资料,编制了该区域首幅第四系厚度分布图。第四系等厚线总体呈NEE向,特别是珠江口外大陆架最明显,莺歌海、琼东南呈NW-EW-NE向弧形,珠江口大陆架南部存在次一级NW向等厚线。第四系等厚线分布形态明显受到断裂构造控制。     

组合式面板双绞合六边形钢丝网加筋土挡墙现场试验研究

为研究双绞合六边形钢丝网加筋土挡墙的受力、变形特性,对潭衡（湘潭－衡阳）西线高速公路K124+340断面组合式面板双绞合六边形钢丝网加筋土挡墙进行了现场试验,测试了竖向土压力、水平土压力、筋材拉应变分布规律和格宾箱变形规律。结果表明：在筋材长度方向上,竖向土压力在挡墙下部呈双峰型分布,而在上部呈单峰形分布;墙背水平土压力沿墙高呈非线性分布,最大值发生在墙高约1.5 m处,实测水平土压力小于主动压力;筋材应变在筋长方向上呈非线性分布,各层筋材的应变分布模式不相同;筋材的变形主要发生在施工期,格宾箱的变形呈鼓胀式