北京城的变迁与遐想   总被引：1，自引：1，他引：0  

宣之强 《化工矿产地质》2002,24(3):175-178,188

北京位于华北大平原西北边缘地区,这个三面环山形如海湾的地区又被称作“北京湾”。历经“北京猿人”、“新洞人”、“山顶洞人”及“燕都蓟城”、“幽州”等一系列演变,于1153年建都,至1274年都城宫阙建成,奠定了今日北京城的基础。侯仁之院士将北京城市规划建设划分为三个里程碑。突出体现21世纪首都风貌的“第三个里程碑”构建中,应特别关注周边地区建设、文化遗产保护、环境及水资源的保护与合理应用。  相似文献   

公路路产管理系统的设计与开发     

邹璇  田福娟  张勇  王振辉 《测绘信息与工程》2006,31(1):50-51

采用了Visual C 以及Access技术,实现了模块化的公路路产管理系统,阐明了系统各模块的功能及其相互关系。  相似文献   

Interrelation among several important links in seismic risk analysis     

黄玮琼  吴宣 《地震学报(英文版)》2006,19(3):284-291

Introduction In the probability analysis method of seismic risk considering time-space inhomogeneity of seismic activity and adopted commonly in China (State Seismological Bureau, 1996) (called in-homogeneous distribution model for short), the division of seismic statistical regions, delimitation of potential seismic sources and estimation of seismicity parameters are the main links that affect significantly the estimation of ground motion parameters of a site. HUANG and WU (2005) studied …  相似文献   

TTI介质的相速度研究     

轩义华  何樵登  林炎 《应用地球物理》2007,4(1):25-28

推导了二维TTI介质的相速度表达式,并且依据推导出来的相速度表达式,模拟并分析了二维TTI介质相速度的传播快照以及TI介质相速度的传播快照;对比并分析了TTI介质和TI介质模型的相速度理论计算值的X分量特征的差异。TTI介质的相速度研究具有较高的理论研究价值和实际应用价值．  相似文献   

圆形断面管道非满流流速计算表达式   总被引：1，自引：0，他引：1       下载免费PDF全文

茅泽育  赵璇  罗昇 《水科学进展》2007,18(2):170-174

工程实际中,常需要计算某一充满度下管道非满流的流量及流速。目前大多数计算模型均采用水力半径作为反映过流断面形状及几何尺寸的特征参数。针对不同充满度的研究结果表明,这种类型模型的计算结果与真实的流动特性并不相符,尤其当水深接近管顶时。根据水动力学基本原理及试验研究手段,对圆形断面管道无压均匀流流量-充满度非单一性进行了探索,并提出了以流量作为形状特征参数的更为合理且简单实用的水流流速计算表达式。  相似文献   

On the interannual variability of the Bonin high associated with the East Asian summer monsoon rain   总被引：1，自引：0，他引：1  

Kyung-Ja Ha  Sun-Seon Lee 《Climate Dynamics》2007,28(1):67-83

In order to assess how the Bonin high affects interannual variability of the East Asian summer monsoon (EASM) around the Korean Peninsula, the pulsation of the Bonin high and its association with teleconnection patterns was examined. The major factor for the interannual intensity of the EASM is the center position of the Bonin high rather than its center pressure. Up to 12 harmonics over time can be used to reconstruct the Bonin high, demonstrating its intraseasonal variation. The interannual variability of the Bonin high correlates with the Tibet high. This correlation is dominant for the EASM onset time, though not its retreat. The primary teleconnection pattern, reliant up on the interannual variability of the Bonin high, is the Western Pacific oscillation (WPO) in April. In relation to long-term variability, the correlation between the WPO and the Bonin high appears to contribute to the retreat stage of the EASM, which has itself increased since the mid-1970s. Furthermore, the WPO in May and the Tibet correlation has marked the onset rather than the retreat of the EASM since the 1970s. This highly correlated pattern since the mid-1970s may be the result of El Niño.  相似文献   

房产测量中椭圆和样条曲线的多段线逼近     

李家  张烜  周丽丽  刘颖 《现代测绘》2007,30(1):13-15

本文介绍了在AutoCAD环境中,对椭圆和样条曲线以面积为逼近指标调整偏移距离,用B样条函数处理偏移后样条曲线的控制数据,生成多段线逼近原椭圆或样条曲线的方法.解决了房产测量和建筑设计中将椭圆和椭圆弧精确地转化为多段线的问题.  相似文献   

中国明矾石资源及其应用   总被引：7，自引：0，他引：7  

宣之强 《化工矿产地质》1998,20(4):279-286

中国明矾石矿资源丰富。矿床多产于滨西太平洋造山活化构造带中,属陆相火山岩系中的“热水沉积”矿床,可划分为中低温型及高中温型两种类型。残余岩浆水与大气水混合的热水交代火山岩是重要的成矿机制。我国东南沿海及宁芜 庐枞地区为明矾石的有利找矿远景区。明矾石矿产品之中除明矾外,其深度加工及废料再加工产品均具较高的利用价值,综合利用前景广阔。  相似文献   

Factors controlling mud accumulation in the Heuksan mud belt off southwestern Korea     

Tae Soo Chang  Hun Jun Ha  Seung Soo Chun 《Geo-Marine Letters》2015,35(6):461-473

  相似文献   

Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model     

Ha H. Bui  Ryoichi Fukagawa  Kazunari Sako  Shintaro Ohno 《国际地质力学数值与分析法杂志》2008,32(12):1537-1570

Simulation of large deformation and post‐failure of geomaterial in the framework of smoothed particle hydrodynamics (SPH) are presented in this study. The Drucker–Prager model with associated and non‐associated plastic flow rules is implemented into the SPH code to describe elastic–plastic soil behavior. In contrast to previous work on SPH for solids, where the hydrostatic pressure is often estimated from density by an equation of state, this study proposes to calculate the hydrostatic pressure of soil directly from constitutive models. Results obtained in this paper show that the original SPH method, which has been successfully applied to a vast range of problems, is unable to directly solve elastic–plastic flows of soil because of the so‐called SPH tensile instability. This numerical instability may result in unrealistic fracture and particles clustering in SPH simulation. For non‐cohesive soil, the instability is not serious and can be completely removed by using a tension cracking treatment from soil constitutive model and thereby give realistic soil behavior. However, the serious tensile instability that is found in SPH application for cohesive soil requires a special treatment to overcome this problem. In this paper, an artificial stress method is applied to remove the SPH numerical instability in cohesive soil. A number of numerical tests are carried out to check the capability of SPH in the current application. Numerical results are then compared with experimental and finite element method solutions. The good agreement obtained from these comparisons suggests that SPH can be extended to general geotechnical problems. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献