基于GML的WFS研究与实现

网络要素服务(webfeature services, WFS) 是空间数据互操作的一个重要组成部分, 能为不同GIS数据格式提供要素级的交互.基于地理标志语言(geography markup language, GML) 的WFS能够为Web环境下的空间数据互操作技术和空间信息处理互操作技术提供简单而又有效的基本数据访问、要素编辑(包括添加、删除、更新)、要素的组合查询.通过研究开放式GIS联盟(open GIS consortiumInc., OGC) 的标准规范, 使用MAPGIS基础平台和.NET编译环境实现WFS, 使用XML传输和存储地理信息, 其中包括属性和地理要素的几何属性.最后给出了以MAPGIS平台为基础的基于GML的WFS的体系结构和实现方法.WFS只解决了空间数据互操作的一部分, 为了更好的进行空间数据互操作, WCS、WCTS的实现是必不可少的.      

砷、汞、锑、金矿床铊的赋存状态、成矿模式与找矿标志

研究表明,在砷、汞、锑、金矿床中普遍含有较高的铊,并发现富铊雄黄矿和铊单矿物。铊亲硫和亲石地球化学性质决定铊赋存形式。在岩矿石中铊主要呈单矿物,分散状态铊占次要地位。根据富铊雄黄矿床成矿特点,铊赋存状态,岩矿石中铊含量及其与砷、汞、锑、金相关关系,尝试性提出成矿模式和找矿标志。岩矿石中铊含量>10×10~(-6),5×10~(-6)—10×10~(-6),1×10~(-6)—5×10~(-6),分别为矿床、矿田和矿带的找矿标志。     

硫氧同位素示踪污染物来源在济南岩溶水中的应用

近年来,济南岩溶水硫酸盐浓度逐年升高,为了对硫酸盐污染区域实施有效的防治措施,保障饮用水安全,识别硫酸盐的污染来源极其重要.在系统分析研究区水文地质条件的基础上,根据实际的采样测试数据,采用硫、氧(S、O)双同位素示踪技术,分析识别了济南趵突泉泉域硫酸盐的主要污染来源,并通过IsoSource质量守恒模型,估算了硫酸盐各污染来源的贡献率.结果表明:泉域内硫酸盐主要污染来源有大气沉降、污水和土壤;大气沉降来源贡献率最大,均值达到53.9%;其次是污水来源,均值为31%;土壤来源贡献率最小,均值为15.1%.该研究为北方岩溶区地下水硫酸盐来源的定量研究提供了一种新方法,为济南趵突泉泉域硫酸盐污染防治提供了科学依据.     

江苏药用矿物资源初探

江苏拥有丰富的药用矿物资源，大部分药用矿物均有产出。通过对药用矿物的分类，阐述了药用矿物的治疗机理和各自的实际功能。方位 为：江苏药有矿物资源的合理开发，不仅能为人类健康服务，而且也能产生可观的经济效益。     

ISO9000质量体系标准与HAF0400在核电海域工程设计中的运用

本文是作者结合核电海域工程设计任务的体会,将ＩＳＯ９０００ 系列标准与核安全法规（ＨＡＦ０４００）在工程中相结合,建立一个既符合ＩＳＯ９０００ 标准又能满足法规要求的质量保证体系。     

Variation in the sediment deposition behind check‐dams under different soil erosion conditions on the Loess Plateau,China

To maintain a reasonable sediment regulation system in the middle reaches of the Yellow River, it is critical to determine the variation in sediment deposition behind check‐dams for different soil erosion conditions. Sediment samples were collected by using a drilling machine in the Fangta watershed of the loess hilly–gully region and the Manhonggou watershed of the weathered sandstone hilly–gully (pisha) region. On the basis of the check‐dam capacity curves, the soil bulk densities and the couplet thickness in these two small watersheds, the sediment yields were deduced at the watershed scale. The annual average sediment deposition rate in the Manhonggou watershed (702.0 mm/(km²·a)) from 1976 to 2009 was much higher than that in the Fangta watershed (171.6 mm/(km²·a)) from 1975 to 2013. The soil particle size distributions in these two small watersheds were generally centred on the silt and sand fractions, which were 42.4% and 50.7% in the Fangta watershed and 60.6% and 32.9% in the Manhonggou watershed, respectively. The annual sediment deposition yield exhibited a decreasing trend; the transition years were 1991 in the Fangta watershed and 1996 in the Manhonggou watershed (P < 0.05). In contrast, the annual average sediment deposition yield was much higher in the Manhonggou watershed (14011.1 t/(km²·a)) than in the Fangta watershed (3149.6 t/(km²·a)). In addition, the rainfalls that induced sediment deposition at the check‐dams were greater than 30 mm in the Fangta watershed and 20 mm in the Manhonggou watershed. The rainfall was not the main reason for the difference in the sediment yield between the two small watersheds. The conversion of farmland to forestland or grassland was the main reason for the decrease in the soil erosion in the Fangta watershed, while the weathered sandstone and bare land were the main factors driving the high sediment yield in the Manhonggou watershed. Knowledge of the sediment deposition process of check‐dams and the variation in the catchment sediment yield under different soil erosion conditions can serve as a basis for the implementation of improved soil erosion and sediment control strategies, particularly in semi‐arid hilly–gully regions. Copyright © 2018 John Wiley & Sons, Ltd.     

平鲷♀与真鲷♂的杂交研究

研究了不同盐度，温度，ｐＨ对平鲷Ｒｈａｂｄｏｓａｒｇｕｓ ｓａｒｂａ♀和真鲷Ｐａｇｒｏｓｏｍｕｓ ｍａｊｏｒ♂清子活力的影响，确立了人工授精与孵化的条件参数。平鲷♀与真鲷♂杂交的受精率达９５％以上，胚胎发育与其亲本的相似。经过超低温保存的真鲷精子的激活率，活力与鲜精的接近，其杂产的受精率也可达９５％以上。实验获得了杂产仔鱼，但杂交的孵化率比对照组低。     

台风移速突变的诊断分析及路径预报

本文利用台风移动方程对作用在台风上的各力进行了诊断分析：主要力是气压梯度力和地转偏向力，二者同量级，其他各力约小１－３个量级；当台风加速移动时，气压梯度力小于地转编向力；减速移动时，气压梯度力大于地转偏向力。用预报方程计算得到的台风路径与实际台风路径在趋势上近于一致，预报误差约为２００ｋｍ。     

An elastoplastic damage constitutive model for concrete

An elastoplastic damage constitutive model to simulate nonlinear behavior of concrete is presented. Similar to traditional plastic theory, the irreversible deformation is modeled in effective stress space. In order to better describe different stiffness degradation mechanisms of concrete under tensile and compressive loading conditions, two damage variables, i.e., tension and compression are introduced, to quantitatively evaluate the degree of deterioration of concrete structure. The rate dependent behavior is taken into account, and this model is derived firmly in the framework of irreversible thermodynamics. Fully implicit backward-Euler algorithm is suggested to perform constitutive integration. Numerical results of the model accord well with the test results for specimens under uniaxial tension and compression, biaxial loading and triaxial loading. Failure processes of double-edge-notched (DEN) specimen are also simulated to further validate the proposed model.