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31.
本文介绍了低纬子午环上电水准器的工作原理;讨论了电水准器在测定定位盘上盘的水平差时,其Deticon的比例尺的测定方法及其测量精度;讨论了电水准器中狭缝倾斜量的测量方法;最后给出了水平差的测量范围以及可达到的精度,证明低纬子午环对轴系的要求是比较低的,而水平差的测量精度是相当高的。 相似文献
32.
瓦西乡产出的南红玉中的红色点状及火焰纹典型包裹体分别是石英中的红色球粒与红色管状包裹体。鏡下及扫描电镜(SEM)研究,红色球粒分布在"三色"层水晶的菱面体单形晶面的间歇层面中,由红色核、黑色壳和红色表层组成;火焰纹管状包裹体主要出现在条带水晶中,管的方向垂直水晶的菱面体晶面,管的内壁呈黑色,外壳为红色。其球粒表层或管外壳的颜色、厚度及透光性则直接影响南红的颜色质量与润泽性。研究表明,球粒状和火焰状包裹体主要由片状、鳞片状或板片状赤铁矿组成;球粒圈层中的赤铁矿晶体c轴取向呈规律变化,可能与其V2O5含量有关。据水晶晶体中的球粒、管及共生矿物绿帘石、黄铜矿包裹体的红外光谱(IR)及流体包裹体均一法测温与激光拉曼(LRS)分析,球或管的赤铁矿属含有机质的低温热液(约160℃)成因,成矿溶液中的有机质也是促使铁氧化物凝聚形成具不同圈层结构的红色球粒与管的主要原因。有机质可能来自下二叠统茅口组碳酸盐。 相似文献
33.
李旭 《测绘与空间地理信息》2015,(3):177-178,181
将地铁洞门看成空间圆球体与空间平面相交形成的圆。首先,使用最小二乘法拟合空间洞门所在的平面;然后,利用空间平面方程作为约束条件进行最小二乘法空间圆球体拟合,即可得到空间圆方程并得到圆心坐标与半径;最后,结合上海市12号线洞门检测工程实例验证该方法的有效性。 相似文献
34.
陈国阶 《中国地理科学(英文版)》1997,7(2):106-114
I.DEVELOPMENTDIFFERENCESAMONGTHEEASTERN,CENTRAL~~AN~orchIc~ntdifferencesamongtheeastern,centralandwesternPatsofChinahavealready~aquestionattractingworld-wideattention.FormTable1,itcanbeseenthatInanyaspeCtS,suchasgrOSSeconondcoutput,grOSSdomeSticproducts(GDP)Percapita,totalforeigninvestment,totalinvestmentscale,etc.presentagradualdescendingtrendfromtheeaSternparttothewesternpin.Thefurtheranalysesshowthatthereisasbocontrastasfollows:intheeasternpart,theproPOrtionofsecon… 相似文献
35.
《The Professional geographer》1988,40(1):106-116
software reviews are in this article BMDP/PC CONCEPTS COMPUTERIZED ATLAS EVALUATION OF ALTERNATE PROPOSALS (EAP) EXTRA: EXPRESS TRANSIT ANALYSIS MATC CAD MOTORS TRANSPORTATION PACKAGE PCMAP: Thematic Mapping Software for the IBM Personal Computer, Version 2.3 PLACE TRANPLAN . US-ATLAS 相似文献
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38.
《The Journal of geography》2012,111(1):27-37
Abstract Determining the direction in which to face another location on the globe is a problem with significant social and religious meaning, and one with a rich and interesting history in the Western world. Yet a fully satisfying geographic solution to this problem is hindered by our intuitive perception of the world as a flat surface-where a “straight” path (1) is the shortest distance, and (2) maintains a constant angle. On a curved surface, however, only one of these two properties can be satisfied: the first, by a great circle; the second, by a rhumb line. These two solutions are analyzed, compared, and applied to the direction-facing problem. 相似文献
39.
Stability analysis of shotcrete supported crown of NATM tunnels with discontinuity layout optimization
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For tunnel constructed by New Austrian Tunnelling Method, the crown is the upper part of tunnel section, constructed during excavation process and supported by shotcrete. The stability of the crown has great influence on the safety of tunnel itself and the buildings above, which correlates, among others, with geometrical setup of tunnel and material properties of shotcrete and soil/rock. In this paper, aiming at analyzing the stability of shotcrete supported crown, a recently presented numerical method discontinuity layout optimization is adopted, which introduces a great amount of potential discontinuities cross over one another and provides a wide search space for efficient upper limit analysis. In the analysis, a well‐established hydration model of cementitious material is implemented for accounting the hydration of shotcrete. Then assumptions based on convergence‐confinement method are used for accounting the 3‐dimensional effect in 2‐dimensional analysis, finally providing time‐space–dependent assessments of stability of shotcrete supported crown. 相似文献
40.
Xuzhen He Dongfang Liang Wei Wu Guoqing Cai Chenggang Zhao Shun Wang 《国际地质力学数值与分析法杂志》2018,42(11):1217-1234
This study uses an incompressible smoothed‐particle hydrodynamics model to investigate the interaction between dry granular material flows and rigid barriers. The primary aim is to summarise some practical guidelines for the design of debris‐resisting barriers. The granular materials are modelled as a rigid‐perfectly plastic material where the plastic flow corresponds to the critical state. The coupled continuity equation and momentum equation are solved by a semi‐implicit algorithm. Compared with flows in controlled flume experiments, the model adequately reproduces both the kinetic of the flows and the impact force under various conditions. Then the numerical simulations are used to study the detailed interaction process. It is illustrated quantitatively that the interaction force consists of two parts, ie, the earth pressure force caused by the weight of the soil and a dynamic force caused by the internal deformation (flowing mass on top of a dead zone). For the estimation of impact load, this study suggests that an increased earth pressure coefficient depending on the Froude number should be incorporated into the hydrostatic model. 相似文献