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91.
92.
对改进初始强迫风场后的Zebiak-Cane海气耦合模式预报性能进行了全面评估。结果表明:1)耦合模式在20世纪90年代预报能力小于80年代;提前0~5个月的耦合模式预报能力小于同期持续预报能力,之后则相反;耦合模式对Nino3区指数预报能力最强。2)在1997/1998年El Nino事件期间,耦合模式对东太平洋SSTA场预报能力大于其对中西太平洋SSTA场的预报能力,且提前0~2个月之后的耦合模式对东太平洋SSTA场预报能力远远大于持续预报。 相似文献
93.
The problem of “global height datum unification” is solved in the gravity potential space based on: (1) high-resolution local
gravity field modeling, (2) geocentric coordinates of the reference benchmark, and (3) a known value of the geoid’s potential.
The high-resolution local gravity field model is derived based on a solution of the fixed-free two-boundary-value problem
of the Earth’s gravity field using (a) potential difference values (from precise leveling), (b) modulus of the gravity vector
(from gravimetry), (c) astronomical longitude and latitude (from geodetic astronomy and/or combination of (GNSS) Global Navigation
Satellite System observations with total station measurements), (d) and satellite altimetry. Knowing the height of the reference
benchmark in the national height system and its geocentric GNSS coordinates, and using the derived high-resolution local gravity
field model, the gravity potential value of the zero point of the height system is computed. The difference between the derived
gravity potential value of the zero point of the height system and the geoid’s potential value is computed. This potential
difference gives the offset of the zero point of the height system from geoid in the “potential space”, which is transferred
into “geometry space” using the transformation formula derived in this paper. The method was applied to the computation of
the offset of the zero point of the Iranian height datum from the geoid’s potential value W
0=62636855.8 m2/s2. According to the geometry space computations, the height datum of Iran is 0.09 m below the geoid. 相似文献
94.
Laboratory Studies Of Wind Stress Over Surface Waves 总被引:4,自引:0,他引:4
Simultaneous laboratory observations of wind speed, wind stress, and surfacewind-wave spectra are made under a variety of wind forcing patterns using cleanwater as well as water containing an artificial surfactant. Under typical experimentalconditions, more than half of the total stress is supported by the wave-induced stressrather than by the surface viscous stress. When the surfactant reduces the shortwind-wave spectra, the wind stress also decreases by as much as 20–30% at agiven wind speed. When the wind forcing is modulated in time, the wind stresstends to be higher under decreasing wind than under increasing wind at a givenwind speed, mainly because the response of short wind-wave spectra to varyingwind forcing is delayed in time. These examples clearly demonstrate that therelationship between the wind speed and the wind stress can be significantlymodified if the surface wave field is not in equilibrium with the wind forcing.Next, we examine whether the wind stress is estimated accurately if the wave-inducedstress by all surface wave components is explicitly evaluated by linear superpositionand is added to the surface viscous stress. It is assumed that the surface viscous stressis uniquely related to the wind speed, and that the wind input rate is determined by thelocal, reduced turbulent stress rather than the total stress. Our wind stress estimatesincluding the wave contributions agree well with observed wind stress values, evenif the surface wave field is away from its equilibrium with the wind in the presenceof surface films and/or under time-transient wind forcing. These observations stronglysuggest that the wind stress is accurately evaluated as a sum of the wave-induced stressand the surface viscous stress. At very high winds, our stress estimates tend to be lowerthan the observations. We suspect that this is because of the enhancement of wind stressover very steep (or breaking) short wind-waves. 相似文献
95.
阿尔金地区构造应力场及其对金属矿产分布的控制作用 总被引:2,自引:0,他引:2
构造应力场研究可以为区域矿产预测提供依据。主要根据节理、擦痕的测试分析,结合区域构造解析,确定阿尔金山东西向拉配泉--红柳沟构造带经历了三期不同方向的应力作用:印支期以前的南北向挤压作用,印支-燕山期的北西-南东向的挤压和中生代晚期-新生代北东东-南南西向的挤压;并利用有限元数值模拟前两期构造应力场的演变过程,进而讨论了区域构造应力场对内生金属矿产分布规律的控制作用指出了区域寻找大型内生金属矿产的有利地段。 相似文献
96.
断层周围的弹塑性区及其地质意义 总被引:9,自引:1,他引:9
采用弹塑性有限单元方法 ,通过模拟符合实际状况的逐步加载过程所引起应力场和塑性形变区的研究 ,得出如下结果 :①在塑性或韧性剪切形变情况下 ,断裂或形变带的共轭剪切角往往大于 4 5° ;②在双向挤压应力条件下 ,先存断裂的前缘部位没有拉伸应力存在 ,但可能有伸展形变发生 ;③与最大主压应力夹角为 3 0°~ 90°的断层前缘是偏应力的优势方位 ,容易发生塑性剪切形变 ,特别是夹角为 60°左右的断层是最易发生新的构造活动的断层 ;④多数断层两侧一定范围内以及断层内部是相对的低应力区。这些应力的低值区 ,非常有利于矿液和油气的运移、聚集和成藏。 相似文献
97.
影响地下应力状态的构造作用 总被引:4,自引:0,他引:4
成岩成矿的外部条件中压力是很重要的因素。地下岩石所受的压力不仅来自上覆岩石的重力,而且来自构造力和热力及其它力。这些力合成一个三轴不等的应力状态,相当一个以最短轴为半径的球状应力迭加一个差应力。前者影响成岩成矿和变质作用,后者控制岩石变形和组构的变化。通过三维应变应力测量,这两部分力通过计算是可以区分开的,因而这将是建立地下深度测算新方法的一个基础。 相似文献
98.
Ground fissuring is a recurrent problem in many countries where water extraction surpasses the natural recharge of aquifers. Due to differential settlement, the soil layer undergoes deformation and cracks with serious consequences for civil infrastructure. Here, we propose an approximate analysis of the fissuring process that can be used to predict the location of cracks, which increasingly affect some middle- and large-sized cities in the world. For that purpose, the ground loss theory is applied to sediments overlying a sinusoidal-shaped graben. This analysis shows the existence of a tensile zone at the border of the graben with maximal values on its shoulder where tension cracks are more likely to appear. It also shows that soil deformation under differential settlement may evolve into ground faulting if water withdrawal continues. Finally, when a crack has completely developed, the tensile zone shifts towards the center of the graben, creating a new area for potential cracking and faulting. 相似文献
99.
Crack damage stress as a composite function of porosity and elastic matrix stiffness in dolomites and limestones 总被引:4,自引:0,他引:4
Twenty-five uniaxial compression tests were performed to determine stress at onset of dilation, referred to herein as “the crack damage stress,” in heterogeneous dolomites and limestones. A simplified model for crack damage stress (σcd) is developed here using porosity, elastic modulus, Poisson's ratio and three empirical coefficients. The model shows that when porosity decreases and elastic modulus increases, σcd rapidly increases and approaches its maximum value. On the other hand, when porosity increases and elastic modulus decreases, σcd rapidly decreases and approaches its minimum value. The proposed model is validated for six heterogeneous limestone and dolomite formations which are widely distributed in Israel. 相似文献
100.