砂芯的第四纪环境遗迹研究值得重视——第四纪孢粉环境信息对全球环境研究的倡议     

罗宝信  李凤林  陈建国  潘桐  盛晶瑾 《华北地质》2008,31(4)

1996年春,天津地质调查中心海岸带与第四纪地质研究所参加了新疆地矿局在塔克拉玛干沙漠的地下水勘查工作,负责沙漠中心区KT1孔(塔中南侧38km处,38°47′N,83°57′E,孔深653.8m)的野外岩芯编录、取样和综合研究。KT1孔基本上是砂层与泥质沉积的互层,大致划分为212层、106个互层、53个中  相似文献   

SOMATOM AR.C型CT机复位故障检修     

孙璐  童双立 《CT理论与应用研究》1996,5(1):30-32

本文介绍了由电源故障引起的不可逆转故障,并讨论了维修和故障的排除。  相似文献   

A general solution of Poisson''s equation in three dimensions for disk galaxies     

Tong Yi  Zheng Xue-tang 《Chinese Astronomy and Astrophysics》1982,6(4):319-324

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Relationship of Uncertainty and Line Segment for Between Polygon Segment Spatial Data in GIS     

LIU Chun TONG Xiaohua 《地球空间信息科学学报》2005,8(3):183-188

The mathematic theory for uncertainty model of line segment are summed up to achieve a general conception, and the line error hand model of εσ is a basic uncertainty model that can depict the line accuracy and quality efficiently while the model of εm and error entropy can be regarded as the supplement of it. The error band model will reflect and describe the influence of line uncertainty on polygon uncertainty. Therefore, the statistical characteristic of the line error is studied deeply by analyzing the probability that the line error falls into a certain range. Moreover, the theory accordance is achieved in the selecting the error buffer for line feature and the error indicator. The relationship of the accuracy of area for a polygon with the error loop for a polygon boundary is deduced and computed.  相似文献   

祁连山林区大气降水特征与森林对降水的截留作用   总被引：30，自引：3，他引：30  

常学向  赵爱芬  王金叶  常宗强  金博文 《高原气象》2002,21(3):274-280

通过对连山寺大隆林区定位站1975－2000年的降水特征与森林对降水的再分配分析，建立了祁连山大隆林区降水与温度，降水与湿度，林冠截留的关系式。该区多年平均降水量为433.5mm，年变幅在326.4-539.7mm;降水量最大出现在夏季，占全年降水量的65．70％；海拔高度每升高100m，年了量平均递增4．55％，林区温度和湿度均与降水有较好的拟合关系。青海云杉林与祁连圆柏林林冠对大气降水的平均截留率分别为37．5％，31．7％，灌木林的截留率平均高达66．5％。青海云杉林林冠层平均截留率随着降雨量的增大逐渐减小，当降雨量为18.67mm时，林冠截留量达到最大，为14.72mm；青海云杉树干径流量占降水量的0．51％，当降雨量超过12.0mm时，才开始产生树干径流。青海云杉林枯枝落叶层对降雨的截留量随降雨量级增加而增大，截留率则随降雨量减小而增大，枯枝落叶层所具有的截留降雨和调蓄降雨作用使祁连山林区基本不发生地表径流。分析结果表明，祁连山林区对水源涵养和水流出山的时间调控有重要意义。  相似文献   

Tests on low‐ductility RC frames under high‐ and low‐frequency excitations     

Ser‐Tong Quek  Chengmei Bian  Xilin Lu  Wensheng Lu  Haibei Xiong 《地震工程与结构动力学》2002,31(2):459-474

The response of low‐ductility reinforced concrete (RC) frames, designed typically for a non‐seismic region, subjected to two frequencies of base excitations is studied. Five half‐scaled, two‐bay, two‐storey, RC frames, each approximately 5 m wide by 3.3 m high, were subjected to both horizontal and/or vertical base excitations with a frequency of 40 Hz as well as a lower frequency of about 4 Hz (close to the fundamental frequency) using a shake table. The imposed acceleration amplitude ranged from 0.2 to 1.2g. The test results showed that the response characteristics of the structures differed under high‐ and low‐frequency excitations. The frames were able to sustain high‐frequency excitations without damage but were inadequate for low‐frequency excitations, even though the frames exhibited some ductility. Linear‐elastic time‐history analysis can predict reasonably well the structural response under high‐frequency excitations. As the frames were not designed for seismic loads, the reinforcement detailing may not have been adequate, based on the crack pattern observed. The effect of vertical excitation can cause significant additional forces in the columns and moment reversals in the beams. The ‘strong‐column, weak‐beam’ approach for lateral load RC frame design is supported by experimental observations. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Integrated Two-Dimensional Modeling of Fluid Flow and Compaction in a Sedimentary Basin     

Zhangxin Chen  Richard E. Ewing  Hao Lu  Stephen L. Lyons  Serguei Maliassov  Michael B. Ray  Tong Sun 《Computational Geosciences》2002,6(3-4):545-564

In this paper we employ mixed finite elements and numerically study an integrated two-dimensional model of fluid flow and compaction in a sedimentary basin. This model describes a single phase incompressible flow in a two-dimensional section of a sedimentary basin with vertical compaction. At each time step, an iterative algorithm is used to solve this model. The determination of the grid movement is based on the mass conservation and movement of sediments in the basin, while the mixed method is utilized to solve the fluid flow over the moving grid. Numerical experiments are presented to verify this iterative algorithm and show representative solutions for the model under consideration.  相似文献   

桥梁限位器抗震设计方法研究   总被引：4，自引：0，他引：4  

戴福洪  翟桐 《地震工程与工程振动》2002,22(2):73-79

本文建立了两跨简支梁桥和五跨多跨刚架桥两结构模型，针对限位器的种类、刚度、强度、安装位置，输入地震动等进行了大量工况下的数值模拟研究。研究表明限位器与柱（框架）的刚度比在0.5-2之间较优。将现有的限位器设计方法应用于两算例结构，对现有限位器设计方法进行了比较研究。  相似文献   

On the land use in Three Gorges Reservoir area     

HE Longhua  Lorenz King  JIANG Tong 《地理学报》2003,13(4):416-422

In this study the arable land changes in two counties (Zigui and Xingshan) in the Three Gorges Reservoir area in China are investigated. The statistical data from the officially published statistical books are used to study these changes in the two counties during the past 50 years since 1949. The changes of arable land, changes of arable land per capita, and changes of multiple crop index in Zigui and Xingshan counties are examined. Using an index method, we conclude that the two counties are critical in the sustainable utilization of arable land.  相似文献   

1303年山西洪洞8级大地震研究综述   总被引：1，自引：2，他引：1  

苏宗正  袁正明  赵晋泉 《山西地震》2003,(3):4-9,22

叙述了1967年至2002年间国内有关研究1303年山西洪洞8级大地震的进展情况。综合叙述了有关这次地震的地震参数、地震破坏、地震断层、地震形变遗迹、地震发生的新构造与深部构造等。  相似文献