High-Pressure Behavior of Copper Carbonate: Data from Malachite     

LIU Yingxin  QIN Shan  LI Haijian  LI Xiaodong  LI Yanchun  LIU Jing 《《地质学报》英文版》2009,83(3):615-617

Abstract: In-situ high-pressure energy dispersive X-ray diffraction experiments of malachite have been performed using diamond anvil cell and synchrotron radiation. The highest recorded pressure is up to 17.4 GPa. The experimental results reveal that malachite experienced two phase transitions at 0.7 and 7.8 GPa, and the last one is reversible.  相似文献   

Determining Pressure with Daughter Minerals in Fluid Inclusion by Raman Spectroscopy: Sphalerite as an Example     

YANG Yuping  ZHENG Haifei  ZHANG Lifei 《《地质学报》英文版》2009,83(3):628-632

Abstract: Raman frequency of some materials, including minerals, molecules and ions, shifts systematically with changing pressure and temperature. This property is often used as a pressure gauge in high pressure experiments with the hydrothermal diamond anvil cell (HDAC). Since the system of fluid inclusion is similar to that of HDAC, it can also be used to determine the internal pressure of fluid inclusions. Sphalerite is a common daughter mineral. In this study, the frequency shift of the 350 cm?1 peak of sphalerite has been studied from 296 to 523 K and from 0.07 to 2.00 GPa using the HDAC. The global slope of the isotherms (?n350/?p)T is 0.0048 in the studied pressure range. No significant variation of the slopes with temperature has been observed. The correlation between the frequency shift of the 350 cm?1 peak of sphalerite and pressure and temperature is constrained as P=208.33(?np)350+3.13T?943.75. This relationship may be used to estimate the internal pressure of the sphalerite-bearing fluid inclusions.  相似文献   

Overpressure within upper continental slope sediments from CPTU data,Gulf of Lion,NW Mediterranean Sea     

S. Lafuerza  N. Sultan  M. Canals  J. Frigola  S. Berné  G. Jouet  M. Galavazi  F. J. Sierro 《International Journal of Earth Sciences》2009,98(4):751-768

Data from in situ piezocone tests (CPTU) and laboratory analyses are utilized for the interpretation of the stress history of Quaternary sedimentary sequences in the upper continental slope of the Gulf of Lion, northwestern Mediterranean Sea. A CPTU based preconsolidation pressure profile referenced to the current effective stress indicates that the deposit is underconsolidated from 12 meters below the seafloor (mbsf) down to at least 150 mbsf. Excess pore pressure below 12 mbsf is further supported by results from oedometer and dissipation tests. Subseafloor pockmarks and indications of free gas in seismic reflection profiles reveal four main overpressure sources (SI–SIV) with overpressure ratios >0.3 at subseafloor depths coinciding with levels where the dominantly silty-clayey sediment contains increased proportions of sand. We relate the excess pore pressure related to free gas due to gas exsolution processes and sea level variations driven by Pleistocene sea level changes.  相似文献   

地理信息系统在资源环境评价与管理中的应用   总被引：1，自引：0，他引：1  

程文 《地理空间信息》2005,3(1):40-42,46

介绍了地理信息系统在资源环境评价与管理中的具体功能,讨论了GIS,RS,GPS在资源环境特别是水资源和精准农业管理上的应用,并指出地理信息系统作为一种信息处理工具能满足数字信息获取的三个阶段:数据的收集、数据的分析、数据的转换和信息处理。  相似文献   

基于生态足迹模型的福建省生态安全分析与预测     

吴明珠  李小梅  张江山 《福建地理》2013,(3):35-43

生态足迹是目前较通用的衡量区域可持续发展的指标,利用生态足迹模型与其他指标结合,可以测算生态赤字（盈余）、生态足迹压力指数、万元GDP足迹等反映区域生态安全状态的定量指标．本研究计算了2002-2008年福建省人均生态赤字及生态足迹压力指数,得到全省生态压力的变化趋势．利用GM（1,1）灰色预测模型预测2009--2014年福建省人均耕地生态足迹与承载力、人均建筑用地生态足迹与承载力、人均生态赤字及生态足迹压力指数,结果表明,若继续沿着2002--2008年的发展模式,福建省在未来几年内生态安全将面临极大威胁,全省经济发展模式转型刻不容缓．  相似文献   

The inclusion of differentially assessed lands in urban growth model calibration: a comparison of two approaches using SLEUTH     

Jeff Onsted  Keith C. Clarke 《International journal of geographical information science》2013,27(5):881-898

This research sought to understand the role that differentially assessed lands (lands in the United States given tax breaks in return for their guarantee to remain in agriculture) play in influencing urban growth. Our method was to calibrate the SLEUTH urban growth model under two different conditions. The first used an excluded layer that ignored such lands, effectively rendering them available for development. The second treated those lands as totally excluded from development. Our hypothesis was that excluding those lands would yield better metrics of fit with past data. Our results validate our hypothesis since two different metrics that evaluate goodness of fit both yielded higher values when differentially assessed lands are treated as excluded. This suggests that, at least in our study area, differential assessment, which protects farm and ranch lands for tenuous periods of time, has indeed allowed farmland to resist urban development. Including differentially assessed lands also yielded very different calibrated coefficients of growth as the model tried to account for the same growth patterns over two very different excluded areas. Excluded layer design can greatly affect model behavior. Since differentially assessed lands are quite common through the United States and are often ignored in urban growth modeling, the findings of this research can assist other urban growth modelers in designing excluded layers that result in more accurate model calibration and thus forecasting.  相似文献   

基于岩石物理实验的时移地震研究     

周水生  刘洪  王冲 《地球物理学进展》2013,28(4)

时移地震技术是油田开发阶段动态检测的一个重要手段.岩石物理实验室能实现模拟油气田在开采过程中其储层参数变化对岩石弹性参数的影响.本文基于岩石物理实验及地震正演模拟,分析了X气田在开采过程中其孔隙压力下降及水不断侵入情况下,进行时移地震监测的可行性及其主要影响因素.  相似文献   

Vertical heterogeneities of hydraulic aquitard parameters: preliminary results from laboratory and in situ monitoring     

F. Larroque  O. Cabaret  O. Atteia  A. Dupuy  M. Franceschi 《水文科学杂志》2013,58(4):912-929

Abstract

A borehole is developed in a shallow multi-layered aquifer and used to derive the porosity, specific storage and hydraulic conductivity of the aquitard. Local values of hydrodynamical parameters are estimated from petrophysical analysis of core samples, and the empirical relationship between porosity and permeability. Vertical diffusivity is determined from the response of the aquitard to a loading cyclic signal using pressure records at different depths. Hydraulic conductivities deduced from the petrophysical analysis ranged from 10^?8 to 10^?10 m s^?1 and are comparable with those of facies of marine/lacustrine clay observed in samples. The permeability values calculated based on diffusivity are within the range 10^?9 to 10^?11 m s^?1 with a quasi-systematic bias of one order of magnitude. These values are average for a larger part of the aquitard and correspond to an integrated value. The methodology retained for the aquitard characterization is discussed with emphasis on the implications for the management of a complex aquifer system.

Citation Larroque, F., Cabaret, O., Atteia, O., Dupuy, A., and Franceschi, M., 2013. Vertical heterogeneities of hydraulic aquitard parameters: preliminary results from laboratory and in situ monitoring. Hydrological Sciences Journal, 58 (4), 912–929.  相似文献   

The influence of a coastal headland on oceanic boundary currents     

Andrew J. Willmott 《地球物理与天体物理流体动力学》2013,107(4):273-299

Abstract

The steady state circulation of a constant barotropic current around a coastal headland, bay, or combination of the two, located on a flat bottom, mid-latitude β-plane is considered. The maximum displacement of the coastal features from the mean straight coastline is assumed to be small compared to the longshore variation of the coastline. Under this slowly varying coastline approximation, a linearised vorticity equation is derived for the perturbation stream function. An analytical solution for the perturbation stream function is obtained using a Green's function technique. For a specified coastline the effects of coastal orientation, linear friction and the strength of the mean flow are investigated. The model predicts that the flow field will adopt the pattern of the coastline. The question of whether a coastal feature is likely to induce linear flow dynamics within the coastal boundary layer is also addressed. In the case when a single Gaussian headland or bay violates the slowly varying longshore condition the model predicts that flow stagnation will not occur. However for multiple headlands and bays, flow stagnation is possible when the slowly varying longshore condition is sufficiently violated.

Cape Mendocino and Point Conception along the California coast can be modelled using either a single Gaussian headland coastline or a multiple headland and bay coastline. In either case the model coastline does not vary slowly alongshore and nonlinear flow in the coastal region is likely. A permanent eddy to the south of Point Conception is likely to testify to the non-linear flow regime induced by the headland.  相似文献   

On the propagation of topographically trapped waves     

Stefano Pierini 《地球物理与天体物理流体动力学》2013,107(1-4):97-108

Abstract

In the context of ageostrophic theory in a homogeneous ocean, a nondimensional number is determined which corresponds to the Ursell number for long gravity waves. It is defined as Q = NL ²/h ³, where N is the amplitude of the wave travelling along the long length-scale direction, L is its length and h (which for gravity waves is the water depth) is given by h=(l ⁴ f ²/g)^1/3. where l is the short length-scale, f the Coriolis parameter and g the acceleration due to gravity. The physical meaning of Q is as follows: if Q? O(1) the free evolution of the wave is linear and weakly dispersive, if Q = O(1) nonlinear and dispersive effects balance out and finally if Q ?O(1) the evolution is nonlinear and non-dispersive. Expressions for the time scales for the development of dispersive and nonlinear effects are also determined. These results apply to topographically trapped waves, namely barotropic continental shelf and double Kelvin waves travelling along a rectilinear topographic variation.  相似文献