信息安全实验管理系统的实现及其系统中安全问题的解决

B／S模式的应用系统都要面对安全的问题，身份认证和访问控制是实现计算机安全的主要手段。介绍了基于Web的信息安全实验管理系统，分析了系统的体系架构和功能，针对B／S模式的安全威胁，采用了两个方案实现身份认证和访问控制。     

重力数据约束的二维地震层析成像在台湾海峡南部的应用

地震-重力联合反演可以降低多解性,针对大勘探范围内岩石波速-密度关系存在较大散布的问题,引入交叉梯度结构约束构建统一的目标函数是一种有效的解决方案。利用台湾海峡南部HX-13测线进行验证:由于火成岩侵入体的存在,部分区域难以拾取可靠的地震初至,常规的走时反演无法准确恢复基底面的形态。搜集研究区的船测重力资料,根据地震地质条件和数据特点设置合适的反演参数,实现基于物性和结构双重约束的重力-地震联合反演。由对反演结果的分析和解释可以看出,该方法可在很大程度上弥补地震数据不完备的缺陷,使反演过程稳定,并提高模型的可靠性。     

The impacts of urbanization on soil erosion in the Loess Plateau region

The accelerated urbanization has resulted in new soil erosion in the Loess Plateau region since the 1980s. A concept of urban erosion and its impacts on environment are discussed. The experimental studies and field investigations show that those loose silt and earth piles formed by urban construction can be eroded seriously: Under stormy rain, the amount of sediment from steep man-dumped slope is 10.8-12.2 times that of from uncovered slope land; the result of experiments with the wind tunnel also shows that the damage to the surface structure of dry loess can cause serious soil erosion by wind in some cities of the region. Even if in the urban built-up area, there are many loose sandy soil, mud and silt, which are washed into rivers by city’s ground flow in the rainy season. So, anthropogenically induced soil erosion has made soil erosion more serious around the urban areas. And the urban eroded environment has several characteristics such as fragility, complexity, seasonality and quick variability. Urban areas witness a quick economic growth and have more construction projects than rural areas, which brings more intensive changes of environments during a short period of time or adds some new elements to the erosion system. Therefore erosion has experienced more intensive impact by human activities. So, the possible impact of urbanization on erosion environment must be taken into consideration when designing or planning to exploit natural resources or to develop urban areas in the Loess Plateau.     

Present and Late Pleistocene equilibrium line altitudes in Changbai Mountains, Northeast China

According to the glacial landforms and deposits with the optically stimulated luminescence (OSL) dating results, two glacial stages of the last glacial cycle (LGC) and Late Glacial were identified. The Late Glacial stage (Meteorological Station glacier advance) took place about 11 ka (11.3±1.2 ka), and the last glacial maximum (LGM), named Black Wind Mouth glacier advance, occurred at 20 ka (20.0±2.1 ka). Based on the Ohmura’s formula in which there is a relationship between summer (JJA) atmospheric temperature (T) and the annual precipitation (P) at ELA, the present theoretical equilibrium line altitude (ELAt) in Changbai Mountains was 3380±100 m. Six methods of accumulation–area ratio (AAR), maximum elevation of lateral moraines (MELM), toe–to headwall altitude ratios (THAR), the terminal to summit altitudinal (TSAM), the altitude of cirque floor (CF), and the terminal to average elevation of the catchment area (Hofer) were used for calculation of the former ELAs in different stages. These methods provided the ELA for a range of 2250–2383 m with an average value of 2320±20 m during the LGM, which is 200 m higher than the value of previous investigation. The snowlines during the Late Glacial are 2490 m on northern slope, and 2440 m on western slope. The results show that the snowline on northern slope is 50 m higher than that on western slope during the Late Glacial, and the average snowline is 2465m. The ELA △ values were more than 1000 m during the LGM, and about 920 m lower than now during the Late Glacial stage respectively. Compared with Taiwanese and Japanese mountains in East Asia during the LGM, the effect of the uplift on ELA in Changbai Mountains during the glaciations (i.e. 20 m uplift in the LGM and 11 m in the Late Glacial) is not obvious.     

海底滑坡与天然气水合物之间的相互关系

海底滑坡是具有巨大危害作用的海洋地质灾害之一,近来发现其与海底天然气水合物的分解有重大的关系。详细分析了天然气水合物的形成和分解对海底沉积物的影响;提出了4种自然因素引起水合物分解,导致海底滑坡的观点;列举了国内外滑坡研究的具体事例;从另外一方面讲,海底滑坡对寻找天然气水合物又具有重要的指示作用。     

基于GIS的宜昌市近50年来气温与降水时空演变规律研究

基于ArcGIS的Spatial Analyst Tools反距离加权平均方法,对宜昌市7个站点1960-2009年气温和降水日数据进行时空演变规律分析和空间化展示,结果表明:(1)宜昌市近50年年均气温为16.26℃,1977-2009年变化较为剧烈,各区均呈增温态势;代际变化与总体变化趋势相同,自20世纪80年代后...     

东北典型丘陵漫岗区沟谷侵蚀动态及空间分析

以黑龙江省克山县为例,分析1954年和2000年侵蚀沟密度变化,探讨研究区土壤侵蚀的时空动态变化,并以侵蚀沟密度变化值为依据进行不同分区侵蚀因素的耦合分析。结果表明:过去46年间,克山县东南部侵蚀沟密度趋于减少,西北部侵蚀沟密度增大。1954～2000年侵蚀沟密度变化值在侵蚀减弱区与高程和坡度呈负相关,在侵蚀增强区呈正相关。随着坡长增加,侵蚀沟密度变化量呈增加趋势。侵蚀沟变化与坡长相关性最大,R²达0.9743,其次为高程,R²为0.6893,与坡度的相关性最小,R²为0.3437。结果表明,高程和坡度不是东北丘陵漫岗地区土壤流失的主要影响因子,坡长是该区侵蚀的一个重要影响因子。土地利用结构变化与土壤侵蚀强度变化密切相关,耕地面积大幅度增加与草地面积明显减少加速侵蚀沟发育。     

胶州湾潮汐潮流高分辨率数值模拟研究

基于采用无结构网格和有限体积方法的FVCOM陆架模式,考虑8个主要的天文分潮,建立胶州湾三维高分辨率数值模型来重现和研究其潮汐潮流变化状况。与实测资料对比验证表明,模拟结果与实测值吻合较好。在此基础上,根据模拟结果计算得到了较以往更为精细的同潮图和潮汐、潮流、余流分布特征。研究结果揭示,最大可能潮流和最大余流都发生在团岛附近,流速分别可达2.14和0.43 m/s;除了湾口附近前人报道过的4个余流系统外,还在中部首次揭示了2个相对较弱的余流系统;潮流能通量在内外湾口呈"左进右出"的结构;胶州湾的平均纳潮量为8.31亿m3;染色试验表明,胶州湾30 d的水交换率为36.8%。     

近年来长江河口北支水沙特性与河槽稳定性分析

根据崇头、青龙港、三条港和连兴港1950～2001年潮汐潮流观测资料和2005年6～7月的大、中、小潮及2007年5月5～10日沿北支河槽进行的两个连续潮周期水、沙、盐的现场观测数据并结合参考2005年的实测地形图.通过对长时间序列(1950～2001年)的分流比、年均流量、潮位、潮历时等数据的整理分析并与近期(1998～2005年)的水文特征值比较,发现随着北支分流量逐渐减少,河槽内强烈的潮波已成为影响北支河槽不稳定的主要因素;青龙港近年来(1998～2005年)平均高、低潮位出现增高,比多年(1950～2001年)平均高、低潮位分别高出15和17cm,是北支河床近年来持续性淤浅的体现;大潮期间北支河槽涨潮含沙量无论量值还是扩散强度均大于落潮,明显表现出河口涨潮槽具有的泥沙运动规律.自2001年以来除少数年份的小潮汛外,均表现出明显的涨潮优势,其中2002年3月大潮的潮量优势流仅为9.42%,显示出涨潮优势十分明显,说明北支河槽近几年来正朝着衰退的过程发展;2005年北支河槽-2、-4和-6 m等深线均呈喇叭状,闭合端指向上游,符合涨潮槽的几何形态;再从河槽类型系数(λ)看,大潮期间λ值均大于1,最大值为31.1,涨潮槽特征显著;而洪季中、小潮各测站λ值均小于1,最小值为0.000 3,A、B两测站在大潮时λ值均大于1,而小潮时又都小于1,显示北支河槽虽主要表现为涨潮槽的特征,但洪季受径流和潮汛影响,其涨潮槽特性不稳定.总体而言,目前北支河槽为一条不稳定的废弃型涨潮槽.     

省区碳经济分析的CGE模型及其应用——以河南省为例

作为一种最划算的减排措施,碳税已在个别国家开始实施。编制河南省社会核算矩阵表（SAM）及其他区域SAM,构建了一个30部门的双区域的可计算一般均衡模型（CGE）,分析对能源产业（煤炭开采和洗选业、石油和天然气开采业、石油炼焦核燃料加工业和燃气生产和供应业）分别征收不同价格的碳税后,河南省经济及人民生活水平的变化情况。并考虑不同类型的碳税返还情景带来的居民和企业效益,以期为通用的双区域CGE模型提供依据。模拟结果显示：碳税的征收可以有效减少CO₂的排放;导致河南省增加值的下降;能源产业中煤炭开采和洗选业的国内价格受负面影响最大;其他行业中农林牧渔业受到的负面影响较大。农村居民比城市居民对碳税政策的反应更加敏感,且碳税对农村居民带来的影响为负面的。对比分析的结果表明,碳税返还给农村居民是一个合适的选择,能够使得农村居民、城镇居民和企业的利益都得到保障。