关于陆,气系统准周期振荡的随机气候模型     

马柱国  汤懋苍 《高原气象》1991,10(1):43-51

  相似文献   

Multidimensional analysis of geochemical fields     

N. A. Kitaev 《Mathematical Geology》1991,23(1):15-32

  相似文献   

砂屑岩的综合结构系数与沉积环境分析   总被引：1，自引：2，他引：1  

宋天锐 《岩石矿物学杂志》1991,10(3):210-220

本文讨论了砂屑岩综合结构系数与沉积环境分析的实例。 这里介绍的测定砂屑岩结构成熟度的方法是在显微薄片粒度分析基础上提出的,其中包括了成熟度、分选性、颗粒圆度和岩石的杂基等多种因素。综合结构系数可按下式求得: T=(SoΦPo)/(PΦC) 因为圆度是在显微镜下的薄片中求得,因而总是比实际投影的易反映其棱角而降低了圆度,所以采用了[p02 (R-A)2]0-5来校正颗粒的圆度,于是得出了发展的综合结构系数Td:Td=SoΦ[P02 (R-A)2]0.5/(PΦC)多数情况下Td和T很接近,只是颗粒圆度非常好时才拉大差距,因此,Td可用来检验超成熟度的砂岩。 本文提出了四种成熟度阶段:不成熟的(T<10);次成熟的(T=10-40);成熟的(T=40-100);超成熟的(T或Td>100)。  相似文献   

北半球大气臭氧和气温的关系   总被引：2，自引：0，他引：2  

吴统文  郑光  瞿章  惠小英 《高原气象》1992,(2)

本文根据北半球21个臭氧站1979年7月1—31日逐日日平均臭氧总量与日平均10—200hPa气温资料,分析了逐日臭氧变化与气温变化的相互联系和影响。结果发现,臭氧总量变化落后于50—200hPa层气温变化,超前于5—50hPa层气温变化。  相似文献   

THE RELATIONSHIP BETWEEN TROPICAL PACIFIC SEA SURFACE TEMPERATURE AND SUMMER RAINFALL OVER NORTHWEST CHINA   总被引：4，自引：0，他引：4       下载免费PDF全文

Zhu Bingyuan  Li Dongliang 《Acta Meteorologica Sinica》1992,6(4):470-478

In this paper,the data of summer precipitation in Northwest China were expanded by means of EOF.According tomajor eigenvectors in expansion the area of Northwest China was divided into four natural rainfall regions.Amongthem the region of greatest precipitation variability is found over the East Qinghai-North Shaanxi region,includingEast Qinghai,Central and East Gansu,Ningxia and North Shaanxi.There is apparent teleconnection between the firstand second time-dependent coefficients in EOF expansion and the tropical Pacific SST in the corresponding period andearlier months.The variation of the east tropical Pacific SST in winter and spring is able to predict precipitation trend ofNorthwest China next summer.Moreover,in the El Nino years precipitation trend is opposite to the following year,andthe region from East Qinghai to North Shaanxi is most sensitive.  相似文献   

井潮系数,气压系数与地震关系的探讨   总被引：2，自引：0，他引：2  

夏菲  万登堡 《地震研究》1992,15(1):29-35

本文就井潮效应及气压效应的变化特征与地震关系,以及地震预报方法可行度进行了分析研究和初步探讨,结果表明气压系数、井潮系数的变化与地震关系复杂。但在判断确认、预报地震强度、地点方面有可取之处,该预报地震新方法值得进一步深入探讨和研究。文中以滇01井为研究对象,以1984年的回归参数为正常动态。分别求出各项参数的均值z_o与标准误差σ_o以z_o-4σ≦z_o+4σ为正常涨落范围。在此以外的单因子N型脉冲,或多因子单脉冲视为异常。其映震率为77.8%,震前异常预报可行率55.6%。地震漏报率为22.2%,地震虚漏报率为44.4%。  相似文献   

Evaluation of grain shear stresses required to initiate movement of particles in natural rivers     

F. Petit 《地球表面变化过程与地形》1990,15(2):135-148

Shear stresses were evaluated at different sites on two rivers. The first (the Rulles) is characterized by a pebbly bedload and a meandering bed with riffles and pools. The second (the Rouge Eau) has mainly a sandy rippled bed where meandering is well developed but also flat gravelly sectors without meandering system. Shear stresses calculated from friction velocities (τ*) using a redefined y₁ roughness height parameter were compared with total shear stresses calculated from the energy grade line and the hydraulic radius (τ), Divergence between these shear stresses seems to increase in the presence of bedforms and large-scale irregularities of the channel. The τ*/τ ratio is close to 0·5 in the gravelly sector of the Rouge Eau and reaches 0·65 in the riffles of the Rulles (generally located at the inflexion point of the meanders), while it is less than 0·3 in the pools of the same river (located in the loops) and only 0·2 in the sandy rippled sector of the Rouge Eau. Grain and bedform shear stresses were evaluated at these same sites by different methods. The grain shear stress (τ') represents on average 30 per cent of the total shear stress in the riffles of the Rulles and the gravelly sector of the Rouge Eau, but less than 15 per cent in the pools in the Rulles and the sandy sectors of the Rouge Eau. However, it emerges from experiments conducted with marked pebbles and in situ observations of erosion and transport of sandy and gravelly particles, that the grain shear stresses are underestimated and cannot explain the movements and modifications actually observed. Conversely, shear stresses calculated from friction velocities at the sites where erosion actually occurred (or failed to occur despite very high velocities) provide a better explanation of the observed movements.  相似文献   

灌木植被分布区阻力特性理论及试验研究   总被引：1，自引：2，他引：1       下载免费PDF全文

陆彦  王唯旭  陆永军  宋云涛  鄢栋梁 《水科学进展》1990,31(4):556-564

为探明河道灌木植被分布区阻水规律，对灌木植被主干、分枝产生的水流阻力特性及其定量特征进行研究。提出原型植被体积修正系数和灌木植被水力半径确定方法，理论推导灌木植被阻力系数计算公式，并结合水槽试验建立植被阻力系数与植被水力半径为特征长度的植被雷诺数之间的关系式。研究结果表明：引入原型植被体积修正系数和灌木植被水力半径使灌木植被阻力计算更为准确；植被阻力系数与植被雷诺数之间呈指数函数关系，随植被雷诺数的增加呈单调减小的趋势，与水槽试验结果吻合很好。  相似文献   

Linear flow behaviour of matched joints – case study on standard JRC profiles     

Mahdi Zoorabadi  Serkan Saydam  Wendy Timms  Bruce Hebblewhite 《Geomechanics and Geoengineering》2016,11(3):189-200

Roughness on rock joints produces a variable aperture across the joints and increases the flow path length. These conditions should be taken into account for a good approximation from cubic law. In this paper, the concept of local true aperture and tortuosity is applied to assumed joints where surfaces are matched to each other and correspond with standard Joint Roughness Coefficient (JRC) profiles. Furthermore, the hydraulic behaviour of JRC profiles is studied by a new laboratory experiment setup. The analytical approach provides new insights into the effects of roughness on hydraulic properties of rock joints. The results indicate that for a constant mechanical aperture, both the minimum local aperture and hydraulic aperture decrease with increasing JRC. Furthermore, tortuosity and standard deviation of local true aperture increase with JRC increment. The trend obtained between different parameters and JRC shows an obvious fluctuation for JRC lower than 10. On one hand, the results of this study along with a critical review of previous studies demonstrate that JRC profiles cannot present a precise roughness increment when JRC is less than 10. A new laboratory setup was designed to study the flow behaviour of JRC profiles. The results obtained from laboratory experiments under linear flow conditions validate the accuracy of the applied analytical method.  相似文献   

可渗透反应墙对重金属离子Pb~(2+)、Cd~(2+)吸附效果的试验研究     

林达红  徐文炘  张静  肖筱瑜  黎朝 《矿产与地质》2016,(1):132-134

以受尾矿库渗滤液重金属离子Pb2+、Cd2+污染的地下水为研究对象,用天然矿物材料红辉沸石与膨润土作为反应渗透墙(PRB)的活性介质填充材料,试验结果表明,膨润土∶红辉沸石=1∶7,PRB渗透系数处于10-4cm/s数量级且随时间下降最为缓慢;PRB对单一组分Pb2+和单一组分Cd2+去除率分别达99.95%和99.995%;但在双组分PRB体系中,重金属离子Pb2+的存在显著地抑制了PRB对Cd2+的吸附作用,优先选择性吸附顺序是Pb2+Cd2+。  相似文献