基于径流还现的洮河流域径流变化特征研究

河川径流还现计算是准确反映区域水资源状况的基础,同时也是水资源规划和决策的重要依据.选取甘肃省洮河流域李家村、红旗2个代表水文站长系列径流资料作为基础数据,在还原计算的础上,对洮河流域径流进行还现计算,同时对径流变化特征进行研究.结果 表明:1956—2016年洮河流域李家村、红旗多年平均实测径流量分别为39.52×1...     

Anticipating the effects of groundwater withdrawal on seawater intrusion and soil settlement in urban coastal areas

Intensive pumping in urban coastal areas is a common threat to water resource quality due to seawater intrusion. In those areas where subsurface water resources are not usually used for human consumption or irrigation, intensive pumping is associated with other activities like the lowering of the water table necessary to support underground structures and building foundations. This activity also increases the likelihood of soil settlement that affects building stability and the corrosion of concrete structures due to groundwater salinity. Under these circumstances, the awareness of a certain municipality (Calonge, NE Spain) of the potential effects of groundwater withdrawal upon foundations has led to an integrated approach to anticipate seawater intrusion related to urban development. Geological mapping and correlation of borehole logs, electrical resistivity tomography, and hydrochemical data provide comprehensive knowledge of the geology and hydrogeology of the area and act as screening tools necessary to discern the influence of hydrological processes in coastal areas. Developing Strack's analytical solution, new comprehensive, dimensionless expressions are herein derived to determine the critical pumping rate necessary to prevent seawater intrusion, as well as to reproduce the evolution of the wedge toe and the water table stagnation point under different withdrawal rates. Furthermore, the Dupuit–Forchheimer well discharge formula allows the estimation of the effects of the water table lowering due to such critical pumping in the surrounding building foundations. Field data from the Calonge coastal plain illustrate this approach and provide assessment criteria for future urban development and planning. Copyright © 2012 John Wiley & Sons, Ltd.     

大气中一类非线性方程的非线性波解及周期的近似计算法

大气中许多模式可化为Ｆ＇＇＝ＡＦ／Ｆ＋Ｂ（ＡＢ≠０）一类非线性常微分方程。利用常微分方程定性理论说明了该方程存在非线性波解，讨论了其周期的计算问题，并求得了波解及其周期的近似表达式。     

利用原生岩浆定量反演原岩微量元素丰度的方法

利用同源不同程度平衡部分熔融作用形成的两种原生岩浆岩的微量元素浓度，提出了一种定量反演原岩微量元素丰度的方法。反演前不需要做任何人为假设，为定量研究源区的微量元素地球化学提供了一个有力的手段。对汉诺坝新生代橄榄拉斑玄武岩和碱性玄武岩的成因及地幔源区特征作了讨论。反演结果显示本区地幔相对球粒陨石有过明显的ＲＥＥ富集过程，并且不同的ＲＥＥ富集程度存在显著的差异。     

辽东山区人口地域分布研究

本文在分析了辽东山区土地资源特征和人口特征的基础上,从三个角度讨论了辽东山区的人口垂直分布特征,同时还详细分析了人口布局不合理对山区生态环境和经济的影响。并指出,适度移民、并村并点、整合山村及建设农村小集镇是调整山区人口布局,促进山区经济发展和生态环境恢复的有效途径。     

Forward Calculation of 2-D and 3-D Structures with a Cover by the Boundary Element Method while Using Electrical Methods

This paper develops the boundary element method,the authors employtwo-layered earth Green’s functions as the weighting functions of residual andderive boundary integral equations.The forward problems of point sources on2-D and 3-D structures with an influencing cover are solved by this method.The results show that this method markedly improves the original boundaryelement method.The features of the improved method are greater numericalaccuracy and much smaller systems of equations and thus considerable savingsfor the storage capacity of computers,allowing us to solve the above problemswith only ordinary microcomputers.The results in this paper extend the scopeof applying the boundary element method while using electrical methods forgeophysical prospecting.     

裂隙岩石介质中核素迁移的模型及其算子分裂、迎风、均衡格式

建立了放射性核素在裂隙岩石介质中迁移的双重介质模型,对模型的求解提出了一种新的数值方法—Galerkin有限元法与算子分裂、迎风、均衡格式相结合的新方法,给出了水质模型算子分裂、迎风、均衡格式的稳定性条件,且所得到的计算格式是非负的。最后通过对核素90Sr 100年、99Tc 1000年的预测计算,验证了本文所提方法的有效性和稳定性,并得出了一些有重要意义的结论。     

一种新的计算冰面饱和水汽压方法

综述了国内外近似计算平面饱和水汽压公式。给出了较为精确、简单的平冰面饱和水汽压计算式，并与Ｗｅｘｌｅｒ等的计算结果进行了比较。     

暴雨过程中积云对流反馈作用的诊断研究

根据各收支方程讨论，概述了各研究者采用直接和间接的方法，计算得出长江流域梅雨期暴雨过程中各源汇的空间分布特征。虽然个例，地区和资料不同，其结果各有差异，易比较，但次网格尺度运动对不尺度环境场的反馈作用均非常显著，因而在设计暴雨预报的数值模式时，参数化方案是必不可少的。