用数字测高仪漂移测量研究电离层声重波扰动   总被引：8，自引：1，他引：8  

万卫星  张兆明 《地球物理学报》1993,36(5):561-569

数字测高仪Digisonde中的漂移测量,常用来研究小尺度电离层扰动,如电离层小不均匀体的漂移。文中提出一种新的分析方法,利用漂移测量数据中多普勒频移和到达角参量的最大熵动态功率谱,估算声重波一类大尺度电离层扰动的水平传播速度和传播方向。作为实例,研究了Millstone Hill测高仪站的漂移观测资料,并对处理结果进行了初步分析。分析结果表明,从数字测高仪漂移测量数据中,可有效地提取声重波一类大尺度电离层扰动的传播参量,在电离层动力过程的研究中很有意义。  相似文献   

Theoretical research on intensity envelope function of strong ground motion     

金星  瘳振鹏 《地震学报(英文版)》1994,7(4):637-644

（金星，瘳振鹏）Ｔｈｅｏｒｅｔｉｃａｌｒｅｓｅａｒｃｈｏｎｉｎｔｅｎｓｉｔｙｅｎｖｅｌｏｐｅｆｕｎｃｔｉｏｎｏｆｓｔｒｏｎｇｇｒｏｕｎｄｍｏｔｉｏｎ￥ＸｉｎｇＪＩＮａｎｄＺｈｅｎ－ＰｅｎｇＬＩＡＯ（ＩｎｓｔｉｔｕｔｅｏｆＥｎｇｉｎｅｅｒｉｎｇＭｅｃｈ...  相似文献   

Flow and grainsize pattern in a sharply curved river bend     

J. S. L. J. Van Alphen  P. M. Bloks  P. Hoekstra 《地球表面变化过程与地形》1984,9(6):513-522

The main characteristics of river flow and grainsize in a bend of the sand bedded meandering river Dommel, The Netherlands, are presented. Measurements were carried out at a relatively low discharge in a sharply curved bend following a long straight reach. In the studied bend, secondary circulation is restricted to the thalweg area; only in the downstream part of the bend it exists over the entire cross-section. Therefore, on the entire pointbar platform, which comprises the larger part of the bend, the median sedimentation diameter of the bedload material is governed by the distribution of the longitudinal components of the bed shear stress only.  相似文献   

关于倾斜脉的重力异常公式及理论曲线正误的商榷     

袁业培  金文丽 《华东地质学院学报》1986,(2)

本文着重讨论了重力勘探教材中关于倾斜脉的△g、V_(xz)、V_(zz)理论公式及二次微商理论曲线的正误问题。文中给出了无限延深倾斜脉的准确的 V_(xz)及 V_(zz)理论曲线,并且指出应该充分地利用 V_(xz)V_(zz)异常特征解释推断脉的倾向.  相似文献   

Temporal changes in shear wave splitting after the M=5. 2 Shimian Earthquake     

陈天长  李志君  张润生  杜国光  彭万星 《地震学报(英文版)》1995,(1)

ＴｅｍｐｏｒａｌｃｈａｎｇｅｓｉｎｓｈｅａｒｗａｖｅｓｐｌｉｔｔｉｎｇａｆｔｅｒｔｈｅＭ＝５．２ＳｈｉｍｉａｎＥａｒｔｈｑｕａｋｅ　ｏｆ　Ｊｕｎｅ　９，１９８９Ｔｉａｎ－ＣｈａｎｇＣＨＥＮ；Ｚｈｉ－ＪｕｎＬＩ；Ｒｕｎ－ＳｈｅｎｇＺＨＡＮＧ；ＧｕｏＧｕ...  相似文献   

Small channels: Their experimental formation,nature, and significance     

A. J. Moss  Patricia Green  J. Hutka 《地球表面变化过程与地形》1982,7(5):401-415

The manner in which small channels are generated, from plane beds beneath sheet flows, has been experimentally elucidated. On plane, erodible, sand beds, the transition from thin, supercritical sheet flows to the channelled condition was studied over ranges of discharge, slope, and temperature. Secondary flow of the second kind, its action facilitated by steep vertical velocity gradients in the primary flows, caused sheet-flow instability. Along junctions between neighbouring secondary cells, both either raised or lowered elements of the primary flow. In the latter case, fast surface water was lowered to the bed, causing relatively intense, local, longitudinal scour. Dislodged grains were moved divergently to either side, leaving straight, central trenches. Development of positive feedback between cells and trenches led to rapid enlargement of the latter and concomitant growth of paired levees. The resulting structures, ‘protochannels’, were themselves ephemeral, developing two types of instability associated with secondary flow of the first kind. Firstly, small deviations from bilateral symmetry were enhanced, causing evolution into meandering channels. Secondly, headcutting led to multiple tributary development and, at resulting confluences, the action of strong pairs of secondary cells led to the development of braiding channels. Because they are shortlived, protochannels are but rarely seen in nature. Their seeding is markedly temperature-sensitive, reflecting their frictional origin. The erosive power of shallow overland flow largely depends on flow-energy concentration by secondary flow, firstly into channels, then within the channels themselves. Suppression of secondary flow, as by intense raindrop bombardment, can stabilize sheet flows. In deeper water, the effects of secondary flow appear relatively less dramatic. However, even if such motion is weak, bedload divergence from attachment lines can favour entrainment locally and thus affect bed geometry. Analogy between our results and river behaviour appears close and. on continental shelves where water must often flow as sheets, structures resembling giant protochannels evidently persist.  相似文献   

永平水泄铜钴矿控矿因素     

杨宏城 《云南地质》2007,26(4):416-420

水泄铜钴矿区地质条件较为复杂,控矿因素较多,通过分析认为主要受断层及岩性控制,地层初始富集,构造及区域变质作用提供通道及热源。水的循环、溶解作用形成热卤水成矿。  相似文献   

Stress induced time dependent behavior of clayey soils     

Sudhir Kumar Tewatia  Pratima Rani Bose  Asuri Sridharan  Sunanda Rath 《Geotechnical and Geological Engineering》2007,25(2):239-255

It is shown that time compression curve obtained from one-dimensional consolidation curve in the laboratory may include six phases. These are initial compression, first primary compression, transition from first primary compression to second primary compression, second primary compression, and transition from second primary compression to creep and lastly creep. This paper attempts to identify the quantitative beginnings and characteristics of these phases. A mathematical characteristic of all the soils that follow primary consolidation as per Terzaghi’s one dimensional consolidation theory is derived. It is known as the constant of primary consolidation. It is used to study the beginning of secondary consolidation and its effects on primary consolidation. Another characteristic of soils for creep and total absence of primary compression is derived. Methods are suggested for the determination of coefficients of Primary and Secondary consolidations and the compression index.  相似文献   

TAKING INTO ACCOUNT THE EFFECT OF SECONDARY FLOWS IN DEPTH AVERAGED MORPHODYNAMIC SIMULATIONS     

Andreas MALCHEREK Research Engineer  Federal Waterways Engineering  Research Institute 《国际泥沙研究》2001,16(2)

1 INTRODUCTIONThe numerical simulation of morphological changes in rivers, estuaries and coastal areas is because ofits econondcal merit an outstanding scientific task. The comPlexity of the problem is connected with theheterogeneity of the sediment material, an adequate rePresentation of the involved hydrOdynndc stressesand the large comPutational effort fOr long term simulations.Although the aPpllcation of three dimensional models tO engineering problems is increasing and wellvalldate…  相似文献   

地震灾场的模拟与模拟控制问题研究（Ⅰ）地震灾场模拟   总被引：3，自引：0，他引：3  

李杰  宋建学 《地震工程与工程振动》1996,(2)

本文将离散事件系统仿真的方法引入到地震工程研究之中．在论述地震灾场模拟与离散事件系统仿真的共性与差异的基础上，以城市地震次生火灾的发生与扑救过程为背景，发展了场、时域复合仿真模型，提出了城市地震灾场的综合模拟算法．实例研究表明，本文建议的地震灾场模拟算法可以揭示复合型工程系统地震反应的一系列特征参数。  相似文献