利用信任评估进行匿名认证路由协议

根据动态统计节点的行为,引入一种信任评估系统,使节点及时地发现网络中的恶意行为,保证在路由建立过程中各节点不承担过重的安全任务,降低路由协议的复杂度。在路由建立前,完成通信节点与CA的匿名双向认证,有效防止中间人的攻击。提出在路由表中存储节点匿名身份的哈希路由登记表,保证网络匿名安全性的同时,避免重复发起路由,提高路由查找的效率。基于Diffie-Hellman密钥交换算法,完成会话密钥协商。本协议结合对称密码体制和公钥密码体制,结构简单、有效。     

车载自组网可信节点与可信路由分析及实现

将可信赖平台模块(TPM)芯片引入车载自组织网VANET,提出了一种有效保护地理位置信息路由协议GPSR(贪婪周边无状态路由协议)的可信安全机制,从而能够防止恶意篡改路由协议和邻居位置信息表的行为。在NS2.30下对网络真实场景进行了模拟,证实此可信安全路由协议模型是正确的、有效的和合理的。     

不同海域SSTA对东半球越赤道气流年代际变化影响的数值模拟研究

采用1950—2000年逐月观测的不同海域（全球、热带外、热带、热带印度洋-太平洋及热带太平洋）海表温度,分别驱动NCAR CAM3全球大气环流模式,进行了多组长时间积分试验,对比ERA-40再分析资料,讨论了这些海域海表温度异常（SSTA）对东半球越赤道气流年代际变化的影响。数值试验结果表明,全球、热带、热带印度洋-太平洋及热带太平洋海表温度变化分别驱动NCAR CAM3全球大气环流模式,均能模拟出索马里、120 ?E和150 ?E越赤道气流在1970年代中后期由弱变强的年代际变化特征,其中模拟的索马里越赤道气流年代际变化特征及其与东亚夏季风年代际变化关系均与观测结果较一致,而热带外海表温度驱动全球大气环流模式未能模拟出此年代际变化现象,表明全球、热带、热带印度洋-太平洋及热带太平洋海表温度变化均对索马里越赤道气流在1970年代中后期的年代际变化具有重要作用,热带太平洋是关键海区;索马里越赤道气流的年代际变化与热带太平洋海温年代际背景变化密切相关,当热带太平洋处于暖（冷）背景年代,热带东太平洋海温异常从北到南呈“＋、－、＋”（“－、＋、－”）“三明治”式距平分布,有利于赤道东太平洋南北两侧产生一对距平反气旋（气旋）,然后可能通过“大气桥”的作用,与热带印度洋赤道南北两侧的一对距平气旋（反气旋）联系起来,从而引起索马里越赤道气流强度的增强（减弱）。     

神经网络理论在河道洪水预报中的应用

本文将神经网络用于松花江干流河道汇流计算和河道洪峰水位的预报.对各种转移函数的效果进行了比较,线性函数和双正切函的精度较好超过传统的马斯京根法,其中线性转移函数最好,说明对于大江大河线性转移函数最好.由上游断面洪峰水位预报下游断面洪峰水位也取得了良好的效果.     

台湾岛对气流扰动的影响

本文根据一个三维气流过山的模型,用数值快速傅里叶变换方法,讨论理想东北季风气流经过台湾岛产生的扰动气压场、扰动垂直速度场和水平流场.经与实际东北季风下台湾岛的气候特征进行比较,结果令人满意.     

基于Burger’s蠕变模型的采矿车行驶海底稀软底质下陷研究

在陆地矿产资源日渐枯竭的今天,深海矿产资源已成为全球各个国家争相开采与利用的焦点,深海采矿车是实现深海矿产资源开采的重要装备。海底稀软底质是一种承载力与抗剪强度极低的特殊底质,在采矿作业中,深海稀软底质的物理力学特性直接影响采矿车行走的稳定性。文章选取Burger’s接触模型作为深海稀软底质的本构模型,对某海域海底稀软原状土开展室内三轴试验,通过PFC3D颗粒流数值模拟实验对比实际三轴试验,对稀软底质的Burger’s蠕变模型进行参数标定,同时依据标定结果改变相应参数,针对5种不同底质条件的工况,建立海底采矿车的数字仿真模型,模拟各工况下采矿车在不同行驶速度时的下陷深度。结果显示,下陷深度会随行驶速度呈非线性变化,在一定范围内随着行驶速度的增大而减少并逐渐趋于稳定。同时结果还表明,该区域海底稀软底质具有更高的黏粒含量（38.1%～48.4%）、含水率（ 88.13%～137.79%）和压缩性（压缩系数：1.86～3.73 MPa−1,压缩模量：1.26 ～2.13 MPa）,具有更低的密度（1.3 ～1.5 g/cm3）和强度特性（贯入阻力：0.19 ～1.32 N,黏聚力：3.7～6.9 kPa,内摩擦角：2.4°～3.9°）,即承载力较低,蠕变性能较强。本研究在宏观上做了一般的探讨,为类似参数的稀软底质下海底采矿车的运行安全控制提供了较好借鉴与依据。     

Flow frequency responses to hardwood-to-grass conversion and subsequent succession

A 8.9 ha (22 acre) catchment at the Coweeta Hydrologic Laboratory in western North Carolina was cleared of hardwood forest in 1958 and 1959 and seeded to Kentucky 31 fescue grass in 1959 and 1960. Grass production was high in years when fertilizer was applied and water yield was very similar to that expected from the original forest cover. as grass production declined, so water yields rose, with important increases in the magnitude of both low frequency flows and, particularly, in baseflow. in 1967 and 1968, when all vegetation was deadened in the catchment, the discharge levels in all flow frequency classes were higher. Natural revegetation was then allowed and water yields gradually declined towards the expected level, although there remained a tendency for winter flows to remain higher, and for summer flows to be lower than expected. This paper updates the earlier work of Hibbert (1969) and uses flow duration curves to extend his results.     

Fill to spill stratigraphic evolution of a confined turbidite mini-basin succession,and its likely well bore expression: The Castagnola Fm,NW Italy

This study documents the stratigraphic evolution of the Castagnola ponded turbidite mini-basin through analysis of a detailed base-to-top section measured in the central part of the basin. Vertical variations in facies characteristics, thickness ratio of mud cap vs. sandstone of event beds and net/gross are argued to be good proxies for pinpointing the stratigraphic transition from dominantly ponded deposition, where most of the flow is trapped by the confining topography, to a flow-stripping – dominated phase in which an increasingly large part of incoming flows can escape the basin by spilling over the enclosing topography. Thickness statistics of sandstones and mud caps of event beds from the case study show that in the initial stage of turbidite deposition only part of the mud of exceptionally large volume flows escaped the confining topography; as the basin was progressively infilled, nearly all inbound flows were affected by flow stripping, with part of the sand and most of the mud escaping the basin. In the latest recorded stage of deposition the abundance of by-pass features coupled with significant modification of the sandstone bed thickness population suggests that the turbidite system was no longer obstructed frontally, and could step forward onto a healed topography. In order to assess whether the documented trends of turbidite bed characteristics indicative of the ‘fill to spill’ transition could be recognised from wireline log data alone, synthetic logs were prepared by up-scaling the field data to resolutions typical of borehole geophysical log data. Vertical trends of average bed thickness and net/gross recognisable in the synthetic data suggest that the transition from ponded to spill-dominated situations should be resolvable in geophysical log data.     

黄河清水沟流路河口三角洲增长面积预测

根据历年卫片解译和海区实测水深资料,结合利津站水沙系列,建立了河口三角洲面积增长与水沙关系的模拟模型,经过效果检验,选择出理想的预测模型,然后,根据未来河口地区水沙变化特点,预测了河口三角洲面积的增长。     

A spatially distributed Clark’s unit hydrograph based hybrid hydrologic model (Distributed-Clark)

ABSTRACT

A hybrid hydrologic model (Distributed-Clark), which is a lumped conceptual and distributed feature model, was developed based on the combined concept of Clark’s unit hydrograph and its spatial decomposition methods, incorporating refined spatially variable flow dynamics to implement hydrological simulation for spatially distributed rainfall–runoff flow. In Distributed-Clark, the Soil Conservation Service (SCS) curve number method is utilized to estimate spatially distributed runoff depth and a set of separated unit hydrographs is used for runoff routing to obtain a direct runoff flow hydrograph. Case studies (four watersheds in the central part of the USA) using spatially distributed (Thiessen polygon-based) rainfall data of storm events were used to evaluate the model performance. Results demonstrate relatively good fit to observed streamflow, with a Nash-Sutcliffe efficiency (E_NS) of 0.84 and coefficient of determination (R²) of 0.86, as well as a better fit in comparison with outputs of spatially averaged rainfall data simulations for two models including HEC-HMS.