水力坡度在层间氧化带砂岩型铀矿区域预测中的意义

本文根据地下水水动力参数之一──水力坡度所反映出的地下水动力特征和地下水径流强度以及对层间氧化带发育的影响，试图找出适合于层间氧化带发育的水力坡度范围，从而达到利用这一地下水水动力参数指导层间氧化带砂岩型铀矿区域预测工作的目的。     

地理信息系统中的河网平面结构模型及其自动建立

地理信息系统的建立过程中，如何灵活高效地获取各地理背景要素的数据及其后续处理始终是地学工作者要解决的瓶颈问题之一，针对其中的河网要素，本文提出了一种以河流为数据采集基本单元的河网数据结构模型，并讨论了其在计算机中的表示方法及有关算法。     

煤层水力压裂典型裂缝形态分析与基本尺寸确定

分析煤层气井水力压裂时裂缝的典型类型与形状，建立水平缝与垂直缝的判别方法，推导由水平缝向垂直缝转变的临界深度计算公式，描述几种常见裂缝的形状和相应的形成条件。从断裂力学基本原理出发，分别推导在一定注入泵量和注入时间下，３种二维模型裂缝几何尺寸的基本计算公式。为水力压裂开采煤层气提供重要理论依据。     

河流自动综合方法

本文在分析河网结构的基础上,提出了一种基于河流的结构化的河网自动建立方法,建立了两个结构索引即线索树结构索引及层次结构索引,并根据包含以上索引的结构化河网,对河流的自动综合的一系列技术问题进行了初步的探讨。     

水力扩散与水库诱发地震关系的讨论

本文讨论了水力扩散和水库诱发地震与水文动力地质条件之间的联系,提出了水力扩散是水库诱发地震的主要原因。本文还建立了两个与水力扩散相联系的诱发震源模型——非应力增长模型和应力调整模型,並给出了该模型在水库地震预报中的应用条件和方法。     

煤矿大口径喷射钻进技术研究

结合煤矿大口径施工现有条件，研究出适于低泵压情况下的喷射钻进最佳水力参数设计方法。详细介绍了设计步骤，并在实践中取得明显的经济和社会效益。它对煤炭、地质及冶金系统开展喷射钻进优化设计有重要指导意义     

水力膨胀式锚杆在地下工程中的应用

水力膨胀式锚杆是一种用无缝钢管加工成的双层异型管状锚杆，用高压水使其膨胀并紧紧地镶嵌在锚孔的围岩中，为全锚固方式，具有辅固力大，安装施工速度快，能立即承载的特点，可用于矿山巷道、大断面隧道、峒室等工程的支护，还可用于围岩强度较差的工程支护。     

自动建立结构化河网的算法改进

本文论述了结构化河网的特点及其计算机描述，详细介绍了自动建立结构化河网的算法。本文的重点在于对自动建立层次结构索引的算法研究，实验结果表明此算法严谨明了，编程简单，效果很好。     

RESPONSE OF SEDIMENT DISCHARGE TO ECOHYDROLOGICAL FACTORS IN LUERGOU CATCHMENT BASED ON WAVELET ANALYSIS

The response of sediment discharge rate to the following four ecohydrological factors: temperature, rainfall, evapotranspiration (ET), and stream flow was evaluated by conducting wavelet analysis on Luergou small catchment data ranging from 1982 to 2000. For sediment discharge rate, there was an overall trend of reduction that included a periodic oscillation of 6 to 7 years per cycle. Rainfall also had an overall trend of reduction that included two periodic oscillations of 7 years per cycle and 2 years per cycle, respectively. Stream flow had the same trend as rainfall but had one periodic oscillation of 6 to 7 years per cycle. In contrast with rainfall and stream flow, the trends for temperature and ET each showed an overall increasing tendency, and both had the same two periodic oscillations of 6 to 7 years per cycle and 4 years per cycle, respectively. The sediment discharge rate had significant relationships with the four ecohydrological factors, with stream flow and rainfall having positive correlations, while ET and temperature had negative correlations. The correlation between ET and sediment discharge rate became stronger when ET was compared to the sediment discharge rate of the following year. The relationship between sediment discharge rate and the four ecohydrological factors was further expressed by the multi-linear regression model that was constructed, which makes sediment discharge rate a function of stream flow, rainfall, ET, and temperature.     

Transverse seismic response of beam aqueduct considering fluid-structure coupling

Based on the theory of Housner, the transverse seismic response of beam aqueduct considering fluid-structure cou-pling is established. With the variation of aqueduct cross-section ratio of depth to width, the aqueduct transverse seismic response change. The transverse seismic response of a large-scale aqueduct in several work condition are calculated. It shows that the transverse seismic response is greatly influenced by the water mass in the aqueduct, but the shaking water play a TLD role. If the whole water is appended aqueduct body, it will magnify seismic iner-tia action. When aqueduct cross-section is selected, the influence of ratio of depth and width to pier seismic re-sponse should be considered in order to reduce seismic action.