地表移动观测的滤波与预计

本文把由开采引起的矿区地表移动过程看成随机的，讨论了地表移动的时空过程。由此给出了一种建立描述地表移动过程的状态方程和修改预计模型的方法。用卡尔曼滤波方法进行了地表移动的动态预计，并用算例进行了验证。     

毛细管电泳间接紫外光度法测定人发中几种常见阳离子

应用毛细管区带电泳分离测定人发中的Ca,Mg,Zn,Cu阳离子,研究了电解质组成包括络合剂,间接紫外检测剂,pH值对分离测定的影响,初步探讨了定性,定量方法,并用于实际发样中的测定,和原子吸收光谱法的结果进行了比较对照。     

DEM技术在景观工程道路选线中的应用

数字高程模型(DEM)既是二维地理空间上具有连续变化特征的地理现象的模型化表达和过程模拟,又是空间起伏连续变化现象的数字化表示和分析工具的集合。道路工程是DEM应用最早的领域。在道路勘测设计中,通过高精度DEM,可以进行平面、纵断面的交互定线,横断面的自动生成、土方计算与调配、道路的多方案比选,并通过设计表面模型和DEM叠加,实现道路景观模型及动画演示,从而对设计质量进行评价,并对拟建道路与周围环境的协调状况进行分析。     

抛石防波堤人工护面块体强度模拟研究

本文主要研究了混凝土人工护面块体在模型试验中的强度模拟问题，根据不同比尺要求的强度指标，确定新型材料组成成份及其配比，并针对已有防波堤护面块体的破坏情况，进行了水槽模型验证试验。     

64通道高速振动数据同步采集系统的设计

现代振动测试中使用的传感器数量和种类越来越多,针对实际测试的需要,设计一种可以配接电荷输出型和电压输出型传感器的64通道同步数据采集系统。该系统有实时采集和瞬态采集两种应用模式;带有程控放大、程控滤波、自动调零功能;整体系统采用主从式结构设计方法,具有结构简单、成本低、可靠性高等优点。     

透空式水平板波浪上托力分布

通过系列模型试验，对波浪上托力沿板宽分布进行了详细分析，提出对于透空式平板结构，发生较大冲击压强或上托力的分布主要分为均布型和局部冲击型两类，由此得到压强分布的计算公式。大量试验资料表明，该公式与实验值有着较好的一致性。     

Experimental Investigation of Irregular Wave Uplift Force on Deck of Exposed High-Pile Jetties

A laboratory setup was developed to investigate irregular wave uplift loads on exposed high-pile jetties.It is shown that the dimensionless uplift load increases to the maximum with an increasing relative clearance and then decreases.The relative clearance corresponding to the peak force is linked to a range from 0.4 to 0.8.When the relative clearance exceeds a certain value,the wave can not reach the underside of the deck and the force becomes zero.Distinct trends of dimensionless force with a relative width of deck show that the force tends to decrease as the relative deck width increases,and then the decrease slows down after the relative deck width increases or decreases to a certain value.The pressure distribution length associated with the maximum uplift force is equivalent to the wave contact width x.When x is larger than the width of deck B,it is taken as B.The statistical distribution of loads obeys the Weibull distribution.The results from the analyses of the real data suggest a new dimensionless prediction model on wave-in-deck uplift loads and the conversion ratio between wave loads at different exceedance probabilities.A comparison is made between the new prediction model and the existing widely used three prediction models.These results are used as useful references for structural design of the jetty.     

PC—1500计算机绘图仪维修一例

1故障现象启动主机后,绘图仪(CE-150)笔架、笔筒不动作,但可听到笔架有一微弱的“喀”声,主机屏幕上出现:“CHECK6”的提示符.2检查维修过程2.1检查外接电源EA—150输出电压为9V,正常.2.2卸下 PC—1500主机,接上电源开机且正常.2.3判断故障出在绘图仪,先检查机械部分无阻滞     

面向对象的土地利用多尺度时空数据模型

文章分析了目前多尺度土地利用研究现状和面向对象时空数据模型特点,兼顾考虑多尺度土地利用数据的空间、时间和语义属性的多尺度特征,以空间维度为切入,对面向对象时空数据模型进行扩展,构建面向对象的土地利用多尺度时空数据模型.应用实践表明,该模型能够较好表达多尺度土地利用数据的时间、空间及语义属性信息,反映多尺度土地利用要素对象之间的多层次关联关系,既能够降低数据的冗余存储,又确保各要素对象之间的有机耦合.     

Predictions on Irregular Wave run-up and Overtopping

A series of hydraulic model tests are carried out to investigate random wave run-up and overtopping on smooth, impermeable single slope and composite slope. Based on analysis of the influences of wave steepness, structure slope, incident wave angle, width of the berm and water depth on the berm and the wave run-up, empirical formulas for wave run-up on dike are proposed. Moreover, empirical formula on estimating the wave run-up on composite slope with multiple berms is presented for practical application of complex dike cross-section. The present study shows that the influence factors for wave overtopping are almost the same as those for wave run-up and the trend of the wave overtopping variation with main influence parameters is also similar to that for wave run-up. The trend of the wave overtopping discharge variations can be well described by two main factors, i.e. the wave run-up and the crest freeboard of the structure. A new prediction method for wave overtopping discharge is proposed for random waves. The proposed prediction formulas are applied to case study of over forty cases and the results show that the prediction methods are good enough for practical design purposes.