广东三水芦苞-大塘地区古近纪早中期淡水生物群的发现及其地质意义

对研究区内地层进行了多重划分对比,将古近纪地层划分为莘庄村组、土布心组、宝月组和华涌组4个岩石地层单位,并在该地层中首次发现轮藻、介形虫、腹足类、双壳类、鱼类、植物6个门类7个化石组合25属60余种生物化石,填补了本区生物地层的空白。根据岩石地层层序、生物组合特征和7个动植物化石组合的国内外对比,确定其形成时代为古新世-始新世,形成环境为陆相淡水,气候干旱、炎热。喜马拉雅运动使本区抬升为陆地,进一步证实晚古新世海侵边界大致在南边镇-水锅尾-基塘连线之南东地带。     

区域水资源可持续利用的综合评价方法

水资源可持续利用指标体系及评价方法是水资源可持续利用研究的核心问题之一。以复合系统理论为基础,将水资源、社会经济和环境组成的复合系统定义为水资源可持续利用系统(RSWRS系统)。应用Bossel可持续发展基本定向指标框架,建立了水资源可持续利用指标评价体系。应用系统综合评价法,权重采用基于Bossel评分标准,以参考状态的离差平方和最大法计算,建立了以RSWRS系统发展综合指数和发展态势度量模型。以陕西省为例,进行了水资源可持续利用的综合定量评价。     

一个三维水动力学模型及其在水环境中的适用性试验

发展了一个三维水动力学模型.该模型在水底磨擦项计算中,采用了流速的平方根法;在湍流扩散系数的估算中,采用了带稳定度函数的参数化方案;对垂直方向上的坐标进行了压缩,引入σ坐标;对时间变量则采用了分离模式技术,即外部模式(快过程)与内部模式(慢过程);而求解外部模式时,采用了显式一隐式格式交错法(ADI),从而使模型不仅计算时间缩短,且可应用于水很深而水平空间尺度很小,又有热力分层的水域中.最后作为该模型的一个实用性试验,选择了美国犹他州East Canyon水库,利用该模型探讨了温跃层对风、人流及出流变化的响应情况.     

天顶对流层延迟计算方法研究

依据精密单点定位（PPP）原理编写天顶对流层延迟估计程序,分别利用所编程序和GAMIT软件进行实测数据解算,将所得数据与IGS网站提供数据进行对比分析,结果显示PPP与双差法估计对流层延迟都有较高精度;但在双差法解算过程中发现,无远距离测站参与解算会影响对流层延迟估计的精度。     

莱州湾南岸地下卤水水位动态变化与开采量关系研究

由于多年来大量开采地下卤水,莱州湾南岸已经形成多个地下卤水降落漏斗.该文根据区内盐场水位长期观测资料,较系统地分析了地下卤水水位动态变化规律,查明了卤水水位与开采量的关系,建立了区内卤水水位与开采量相关关系方程.通过分析说明开采对水位的影响,为改善区内地质环境,合理利用卤水资源提供了科学依据.     

三维地震勘探在湖泊等浅水系地表条件下的应用效果分析

介绍了在湖泊浅滩及养殖区密集的浅水系地表条件下开展三维地震勘探的主要特点和难点,并提出了具有针对性的技术措施,从而保证了野外数据采集和资料处理的质量。通过对三维地震勘探的野外数据采集、资料处理的总结和地质成果的验证,说明了三维地震在湖泊和鱼塘密集区等地表为浅水系地区取得较好勘探效果,并为今后地表复杂地区的三维地震勘探工作提供了借鉴经验。     

Water wave solutions obtained by variational method

Abstract Variational problem for irrotational, incompressible inviscid fluid in finite water depth is considered. Based on the variational principle, a special solution of the problem is presented under the assumption that the dispersion /u and the nonlinearity ?satisfied e = O(fj2) as the Lagrange function is expanded up to O(//). It is shown that the elevation of the free surface should be expanded to // order to ensure the Lagrange function is in fj* order. Comparison the nonlinear free surface profiles obtained from the solution with the corresponding ones obtained from linear solutions showed that the wave crest of the nonlinear wave is steepened but the trough is flattened compared to the linear wave as expected.     

FEM for stability analysis against overturning of portal water injection sheet pile

Portal water injection sheet pile （PWISP）, as a retaining wall, appeared in seashore engineering in 2000. Although there have been many systematic methods addressing the issue, there are very few focusing on the new structure because of the difficulties in defining the earth pressure between the two piles. A new method is proposed in this paper to obtain the earth pressure between the PWISPs. Stability analysis against overturning follows as a consequence. Using Finite Element Analysis （FEA） software ANSYS, both the nonlinear characteristics of the soil and those of the contact elements are taken into account to obtain the earth pressure distribution on the contact surface. Based on the results of the FEA, Rankin＇s theory and the slip plane theory, the formula of the earth pressure on the inner surfaces between the piles is given. Assuming the PWISP as the analysis object and the earth pressure as an outside force acting upon it, the equation of stability against overturning of the PWISP is presented. Finally, some parameters are discussed about the stability of the PWISP against overturning, such as the embedded depth of the front pile, the distance between the two rows of piles, the internal friction angle and the cohesion of the earth. The results show that the increase of the cohesion and the internal friction angle will decrease the distance and the embedded depth, and therefore enhance the stability against overturning. Specifically, when the distance is 1/3-2/3 of the maximal excavation depth, the two rows of piles give the best performance in stability.     

New developments in water efficiency

1Water LossInitiativesUnaccounted-for water(or unbilled water)has beenreceiving newscrutiny at both the state and nationallevels.For years,water conservationeffortsin Europehave emphasized reduction in water loss to a muchgreater extent thaninthe United S…     

太湖水污染扩散插件式模拟系统

插件式太湖水污染扩散模拟系统,基于三维水体污染扩散模型,结合GIS技术和三维可视化技术,再现了水体污染物运移扩散的时空分布特征与动态演进过程.为了保证系统的可扩展性,需要一种松散的耦合机制.插件技术可以有效地降低系统功能模块间的耦合,把插件技术引入GIS的二次开发可以赋予系统动态可扩展性.本文首先,介绍插件式系统的一般...