应用VB+MapInfo开发的地震定位程序

利用OLE自动化方法，将MapInfo集成在VB中，在手工地震交切定位的基础上，开发了计算机定位程序，该程序与传统的定位方法相比，精度和效率都有较大幅度的提高。并在地震应急中发挥了作用。     

让“测量工具箱”帮助您

从工作实际出发,将测量过程中常用的计算和换算工作,用VisualBasic语言编写成计算程序,最后将各模块集成为一个“测量工具箱”,从而方便了测量工作者处理日常工作中的一些计算和换算问题。     

用VB实现对台风路径预报研究

台风对国民经济和人民生活带来巨大损失,在台风预报中,台风路径预报居于首位,文中利用Visual BASIC可视化编程语言对就2000年到2005年的台风资料进行了可视化编程、显示,并对若干个例的结果进行了分析,对实际台风预报业务具有一定的参考价值。     

VBA的开发

介绍了能够加强Ms Office功能的二次开发工具VBA语言，以及VBA的特点与优点；介绍了在Visul Basic中利用VBA的强大功能来实现具有Office界面、功能的方法。     

VC和Matlab混合编程应用于遥感影像道路的提取

介绍了一种基于COM组件的VC与Matlab混合编程方法,分析了其在小波变换边缘检测中的优势,证明了其在遥感影像处理中的高效性和便利性.     

河道横断面图参数化自动绘制程序的设计

河道横断面图绘制是日常工程测量的基本任务之一,本文结合实践阐述了利用Visual LISP集成开发环境,实现AutoCAD与已有断面数据通讯,快速批量自动绘制河道横断面图。     

Groundwater regime and calculation of yield response in North China Plain: a case study of Luancheng County in Hebei Province

The groundwater table has been declining at a rate of 0.65 m/yr in Luancheng County since large scale groundwater extraction carried out in the 1960s. The drop of precipitation, substantial increase in agricultural output, variations of crop planting structure and construction of water conservancy projects in the headwater area all tie up with the decline of the groundwater table. On the basis of analyzing the hydrogeological conditions and the water resources utilization of Luancheng County, a three-dimensional groundwater flow model was developed to simulate the county’s groundwater flow through finite-difference method using Visual Modflow software. We divide the research field into four parts after analyzing the hydrogeological condition. Based on parameter calibration and adjustment using measured data, the hydraulic conductivity and specific yield were simulated. Using the calibrated model, we analyze the agricultural water saving potentiality and its influence on the groundwater. The results are as follows: (1) if we decrease the amount of water extracted by 0.14xl0⁸ m³, the average groundwater table of the five observation wells in December will rise by 0.33 m; (2) if we decrease the water by 0.29x 10⁸m³, the average groundwater table of the five observation wells in December will rise by 0.64 m; and (3) if we increase the water by 0.29 x 10⁸m³, the average groundwater table of the five observation wells in December will decline by 0.45 m. So we can draw a conclusion that controlling the agricultural water use is an important way to prevent the decline of groundwater table.     

Habitat continuity effects on gradients of fish biomass across marine protected area boundaries

Marine protected areas (MPAs) could be useful as fisheries management tools for the exportation of pelagic eggs, larvae and adult fish. A decreasing gradient of fish biomass across MPAs boundary may indicate export. We determine whether gradients of decreasing biomass of fish assemblage occurred in Tabarca Marine Reserve over two habitats with different continuity across the boundaries, to test if the patchy nature of the marine environment might act as a barrier for the fish export. In general, significant decreasing gradients in total fish biomass and biomass of some species were observed on P. oceanica and rocky substrates, independently of their different continuity through the reserve boundaries. Changes in the multivariate structure of the fish assemblage were correlated with the distance from integral reserve. All of these results support the hypothesis that the exportation of adult fish from Tabarca Marine Reserve occurs, and this process may influence the surrounding fished areas.     

水利工程建设对地下水影响的数值模拟分析

工程开挖及建成后对含水层结构的改造,无疑会对开挖区周围地下水造成影响。利用数值模拟方法分析预测某水利工程尾水渠开挖及建成后周围地下水水位的变化。预测结果,大开挖后周边地下水位将快速降低,且不同地段水位降幅不同,右岸阶地内水位降低约0.26~7.26 m,工程建成后,阶地内水位将逐渐恢复,但相比施工前水位仍降低0.09~0.38 m。分析水文地质结构,合理概化,建立数值模型,对于分析工程开挖对地下水的影响,是种有效方法。     

地下结构物对地下水流场影响的特性规律

城市的发展对交通提出了更高的要求, 这就引发了地铁的快速发展, 而地铁车站的存在, 会对原本稳定的地下水流场产生阻挡效应, 因此, 很有必要研究地下结构物对地下水流场造成的影响。本文采用数值方法研究地下结构物对地下水流场的影响, 基于单元中心有限差分法软件Visual, MODFLOW。为了明确地下结构物影响地下水流场的因素, 对计算模型进行了简化, 模型计算针对的是单层土层中地下结构物对地下水流场的影响。研究表明:地下结构物不仅能够影响地下水流场的稳定时间, 而且使得迎水面水位上升, 背水面水位下降, 其中, 对背水面的影响程度大于迎水面。地下结构物左右侧上下游之间的水位差, 也是其中的影响因素之一。