无线射频识别双向认证协议及性能分析

针对姚华桢等人提出的射频识别认证协议易遭受读写器ID揭露,中间人攻击和假冒攻击等安全脆弱性,提出一种基于NTRU公钥密码算法的改进双向认证协议,并用GNY逻辑进行了形式化分析.协议不仅具有一次一密的特点,而且在实现双向认证的同时也完成了会话密钥的交换,并将主要的计算放在读写器上,有效降低了服务器的压力;解决了当前协议中存在的位置跟踪,前向安全性等隐私泄漏问题.分析结果表明,该协议不仅能够可抵抗重传,假冒,拒绝服务等多种恶意攻击,而且具有计算复杂度低,通信量小,效率高等特点,适合在低成本标签实现.     

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准噶尔盆地中部1区块侏罗系三工河组油气输导特征分析

分析准噶尔盆地中部1区块侏罗系三工河组油藏输导格架构成及输导特征对油气分布的控制机制.研究区内砂岩输导层包括J1s12输导层及J1b1输导层,对2套输导层的分布及成因类型进行综合评价,认为J1s12砂体为区内主要输导层;将区内断裂体系划分为深层油源断裂与浅层层间断裂,前者是油气垂向输导的最主要通道,后者是油气向圈闭聚集的重要通道.结果表明:现今构造格局不是准中1区块岩性油气藏成藏控制因素,成藏期主要输导层J1s12古构造脊控制油气运移方向,油源断裂沟通的圈闭及输导层古构造脊上与层间断层沟通的圈闭是油气聚集的主要场所.     

Spermatozoid life-span of two brown seaweeds, Saccharina japonica and Undaria pinnatifida, as measured by fertilization efficiency

During sexual reproduction of seaweeds, spermatozoid (sperm) discharge is triggered by chemical messengers (pheromones) released by the female gametes. The chemotactic ability of the sperm ensures fertilization success. Using unialgal male and female gametophyte material under designated standard gametogenesis testing (SGT) conditions, the potential life-span of the sperm of two seaweeds, Saccharina japonica and Undaria pinnatifida, was assessed by their ability to fertilize eggs. Results show that within 20-30 min after being discharged, sperm of both species could complete fertilization without an apparent decline in fertilization rate. Although fertilization rate 60–120 min after sperm discharge dropped significantly in both species, some sperm were viable enough to fertilize the eggs. In S. japonica, at 12°C, some sperm were able to fertilize eggs up to 12 h after discharge. In both species, egg discharge rates (EDR) in the male and female mixed positive controls were significantly higher than those of all the sperm-testing groups. Doubling the seeded male gametophytes of S. japonica in the SGT tests significantly increased the EDR, further confirming the effect of the presence of the male on the female in terms of facilitating egg discharge from oogonia.     

Vorticity budget study on the seasonal upper circulation in the northern South China Sea from altimetry data and a numerical model

Based on the EOF analyses of Absolute Dynamic Topography satellite data,it is found that,in summer,the northern South China Sea(SCS) is dominated by an anticyclonic gyre whilst by a cyclonic one in winter.A connected single-layer and two-layer model is employed here to investigate the dynamic mechanism of the circulation in the northern SCS.Numerical experiments show that the nonlinear term,the pressure torque and the planetary vorticity advection play important roles in the circulation of the northern SCS,whilst the contribution by seasonal wind stress curl is local and limited.Only a small part of the Kuroshio water intrudes into the SCS,it then induces a positive vorticity band extending southwestward from the west of the Luzon Strait(LS) and a negative vorticity band along the 200 m isobath of the northern basin.The positive vorticity field induced by the local summer wind stress curl is weaker than that induced in winter in the northern SCS.Besides the Kuroshio intrusion and monsoon,the water transports via the Sunda Shelf and the Sibutu Passage are also important to the circulation in the northern SCS,and the induced vorticity field in summer is almost contrary to that in winter.The strength variations of these three key factors(Kuroshio,monsoon and the water transports via the Sunda Shelf and the Sibutu Passage) determine the seasonal variations of the vorticity and eddy fields in the northern SCS.As for the water exchange via the LS,the Kuroshio intrusion brings about a net inflow into the SCS,and the monsoon has a less effect,whilst the water transports via the Sunda Shelf and the Sibutu Passage are the most important influencing factors,thus,the water exchange of the SCS with the Pacific via the LS changes dramatically from an outflow of the SCS in summer to an inflow into the SCS in winter.     

基于地表校正和河道烧录方法的河网提取

 针对现有的数字高程模型(DEMs)在自动提取虚拟河网过程中易受洼地、平原地区影响,产生不连续的或平行的错误河网的问题,本文基于Arc Hydro Tools,阐述了地表校正(Agree算法)和河道烧录(Stream burning)方法提取虚拟河网的关键步骤和基本思路,并以环渤海地区为例,分析了有(无)河网辅助信息下,河网提取结果的准确度。研究结果表明,增加辅助信息更有助于提高虚拟河网的精度和准确性,且河道烧录方法在虚拟河网的提取上比Agree算法更有优势。由于环渤海研究区平原面积广大,对提取结果有较大的影响,提取结果的精确度不高。针对这一问题,本文综合河道烧录和地表校正(Agree 算法)的特点,提出一种河网提取的改进思路,并选取滦河流域作为验证区。通过对比,改进后的河网提取结果与中国实际河网分布较为吻合,说明该改进思路是较为合理、可信的。     

西安地铁隧道穿越饱和软黄土地段的地表沉降监测

以西安地铁一号线朝阳门站—康复路站区段饱和软黄土地铁隧道为研究对象,通过施工期现场地表沉降变形监测,分析了在饱和软黄土特殊地层条件下隧道浅埋暗挖法施工引起的该区段地表沉降变形规律以及地表沉降槽分布特征。结果表明:在饱和软黄土隧道开挖时,随着掌子面的推进,隧道顶地表沉降可分为沉降微小阶段、沉降显著发展阶段、沉降缓慢阶段和沉降稳定阶段;单线隧道开挖后的最大地表沉降量为18.89mm,双线隧道开挖后的最大地表沉降量为36.4mm;已开挖隧道对围岩土体的扰动作用使得后开挖隧道的地表沉降发展较大;双线隧道的地表沉降槽宽度接近单线隧道沉降槽宽度的2倍,因此可以将其近似为单线隧道地表沉降槽宽度与双线隧道轴线中点距离之和;单线隧道开挖后地表沉降槽宽度为8.4～9.3m,双线隧道开挖后地表沉降槽宽度为16.2～17.5m;隧道开挖施工的沉降槽宽度参数为0.435～0.467,单线隧道开挖后的地层损失率为0.765%～1.324%,双线隧道开挖后的地层损失率为1.231%～2.200%。     

Comprehensive tests on rising height of capillary water for coarse grained soil

According to the comprehensive tests on the rising height of capillary water for seven kinds of different coarse grained soil by use of the method of standpipe,the relationship between the rising height of capillary water and time was obtained,and the influencing factors and rules were analyzed.The data of the steady rising height of capillary water were obtained,and the regression equation of coarse grained soil on steady height and physical indexes(effective grain d 10 and porosity n) was found.Compared with Hazen’s and other expressions that could estimate the steady height of capillary water of coarse grained soil,the proposed method is satisfactory and the defects of the latter were pointed out.     

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