EKMAN PUMPING OVER MOUNTAINS          下载免费PDF全文

伍荣生  顾伟 《Acta Meteorologica Sinica》1991,(4)

The analytical results of the previous paper(Wu,1989)are used to study the properties of vertical veloc-ity distribution at the top of the boundary layer.The relative position of a jet like geostrophic flow and el-lipse-shaped orography will affect the characteristic feature of vertical motion at the top of the boundary layerwhen the contributions of friction and orography are taken into consideration simultaneously.  相似文献   

孔隙压变化对岩石错动面滑动行为影响的实验研究          下载免费PDF全文

李建国  宋瑞卿 《地震地质》1994,16(1):53-59

应用摩擦实验装置，在法向压力σ＿ｎ＝１０～１２０ＭＰａ下研究了孔隙压变化速率对岩石错动面滑动行为的影响。当孔隙压增压速率较大时，具粘滑振荡特性的岩石错动面仍将发生粘滑振荡，当孔隙压增压速率较小时，错动面发生稳定滑动，当增压速率介于上述两者之间时，错动面则呈粘滑－稳滑转化。以上结果对地震前兆和地震控制研究有重要意义  相似文献   

Storm surge mitigation through vegetation canopies     

M. B. Danard  T. S. Murty 《Natural Hazards》1994,9(1-2):155-166

The paper of Reid and Whitaker (1976) on the effects of a vegetation canopy on flow of water is re-examined. Their assumptions on the equality of various drag coefficients are replaced by more realistic calculations. A new method for calculating wind stress on water is presented for the case when the vegetation extends above the water surface.For the case of vanishingly small water depth, it is shown that the horizontal stress is approximately constant in the vertical. This results in a diagnostic relationship for the water current as a function of the wind stress and bottom roughness.A new expression for the vertically averaged frictional force per unit mass is derived on the assumption that the friction velocity varies linearly with height. The vertical rate of change of friction velocity depends on the mean water current, the wind stress, the bottom roughness, and the water depth. This work has a possible application in the mitigation of storm surges.  相似文献   

The stability and behavior of a frictional system with a two state variable constitutive law     

Michael L. Blanpied  Terry E. Tullis 《Pure and Applied Geophysics》1986,124(3):415-444

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金矿床石英中负价氮的发现及赋存状态探讨     

许虹  田丽华 《吉林大学学报(地球科学版)》1995,(1)

利用ｘ光电子能谱测试，发现金矿床石英中有负价氮的存在。这种氮的结合能为３９８ｅＶ士，该结合能氮的化合物有多种，氦均为负价态，其中有Ｓｉ＿３Ｎ＿４Ｓｉ的ｘ光电子能谱有二个谱峰值：１０３．４ｅＶ和１０１．９ｅＶ，前者为ｓｉＯ＿２的结合能，后者为Ｓｉ＿３Ｎ＿４的结合能。Ｎ和Ｓｉ的结合能均表明石英中有Ｓｉ＿３Ｎ＿４为负三价态。石英中负价Ｎ可能为替代氧的类质同象成分。  相似文献   

放射性测量技术在油气勘查中的应用     

刘庆成 《华东地质学院学报》1995,18(1):43-47

本文介绍的油气勘查中的放射性测量，是一种油气普查新方法。它是利用油田上出现的负异常（或叫偏低场），反映了油气田的大体轮廓的基本原理进行的。前人及作者都取得了一定的工作成果。虽然取得了初步效果，但对机理等问题仍需进一步研究和完善。  相似文献   

On the nonlinear dynamics of the boundary layer of intense atmospheric vortex   总被引：1，自引：0，他引：1  

Lev Kh. Ingel   《Dynamics of Atmospheres and Oceans》2005,40(4):295-304

The paper describes a stationary model of the boundary layer of a large-scale vortex. The model takes into account two types of nonlinearities: (1) advection of the momentum and centrifugal accelerations, that is related to large values of the Rossby number; (2) a nonlinear turbulent friction on the lower boundary (generally speaking, not only quadratic, but also more complicated). Nevertheless, the model may be studied analytically. This approach allows discovery and analysis of several universal regularities, which are not revealed by numerical modeling. The model provides the actual values for the speed of the surface wind and the angle of cross-isobar surface flow in the tropical cyclones.  相似文献   

西安地区地下水位下降及其环境负效应   总被引：4，自引：0，他引：4  

王慧芳  岳彩琴  石建胜 《水文地质工程地质》2005,32(3):78-80

本文通过西安地区多年地下水位动态资料,分析区域潜水及城郊自备井集中开采区承压水水位持续下降状况,阐述了地下水位持续下降对水环境、农业环境及城市地质环境所产生的负效应。  相似文献   

惠民凹陷南坡北北西向走滑断裂带的发育特征及成因分析     

刘冠德  夏斌  于俊峰  陈根文  范立勇 《大地构造与成矿学》2007,31(2):168-173

通过对惠民南坡前中生代断裂的平面分布和三维地震剖面特征的分析,识别出了一组在平面上相互平行,在剖面上具有负花状构造的北北西向走滑断裂带。通过对负花状构造的形态及其卷入地层特征的分析,认为该组断裂带经历过两期不同性质的走滑运动,在中生代经历了较强的左行张性走滑,在新生代经历了较弱的右行压性走滑。其演化过程与鲁西地块上北北西向走滑断层的演化过程一致,均属于郯庐断裂区域性走滑作用所形成的帚状构造体系的一部分,郯庐断裂在中生代的左行走滑和新生代的右行走滑是控制其发展演化的主要因素。  相似文献   

Effect of rod friction on vane shear tests in very soft organic harbour mud     

Benjamin F. Schlue  Tobias Mörz  Stefan Kreiter 《Acta Geotechnica》2007,2(4):281-289

Very soft organic harbour mud is increasingly used as a filling and construction material in harbour construction and reorganization. The undrained shear strength of such soft sediments is the critical geotechnical soil parameter with regard to any specific construction design. Field and laboratory vane shear testing is a standard method to quickly determine this important parameter. So far, the effect of rod friction on vane shear tests in very soft organic soils is unclear. In this study we present results from laboratory experiments on harbour mud from a construction site in northern Germany. Relations among vane and rod geometry, penetration depth, water content, rod friction and undrained shear strength are derived. Based on these relations the influence of rod friction on vane shear test results is investigated. The results indicate that field and laboratory vane shear test measurements may be significantly influenced by rod friction. Methods are proposed to correct for the rod influence, which is shown to increase with rising water contents.  相似文献