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1.
Tectonic and hydrodynamic control of landslides in the northern area of the Central Rif, Morocco 总被引:1,自引:0,他引:1
The northern edge of the Central Rif (Morocco) is subject to numerous landslides where mechanisms do not correspond to the classical models used by geomechanics specialists. It is necessary to adopt a multidisciplinary approach that combines geomorphology, geology, hydrogeology, and geotechnics in order to understand how such slope failures are generated, especially in a region with a heterogeneous structure characterised by significant lithological differences, severe fracturing, and thrust sheets where tectonic contacts play a major role in groundwater circulation. This report shows that these failures are essentially controlled by the tectonic contact separating the Tisirene and Chouamat thrust sheets and by subsurface hydrodynamic conditions. A model of spatial and temporal variations in the factor of safety is proposed. 相似文献
2.
背斜-水动力复合油(气)藏油(气)水界面产状 总被引:1,自引:1,他引:0
基于Hubbert的油(气)等势面坡度与水头关系的公式和达西定律, 推出了油(气)等势面坡度与水流的渗滤速度的关系式.根据此关系式, 讨论了各种情形水流速度与油气等势面坡度的关系.以此为基础, 认为未被油气充满转折端的背斜-水动力油气藏平面的油水界面由于水流速度大小和方向变化通常应该为曲面; 对被油气充满转折端的背斜-水动力油气藏倾斜的油水界面在不同方向剖面上倾斜不同: 圆柱状背斜横剖面油水界线水平、斜向剖面界线倾向相反, 倾伏背斜的横剖面可能同向倾斜但通常不在同一条倾斜的直线上. 相似文献
3.
Tectonic models are commonly underpinned by metamorphic cooling rates derived from diffusive‐loss thermochronology data. Such cooling ages are usually linked to temperature via Dodson's closure temperature (TC) formulation, which specifies a 1/time‐shaped cooling path (Contributions to Mineralogy and Petrology, 1973, 40, 259). Geologists, however, commonly discuss cooling rates as a linear temperature/time shape. We present the results of a series of simple finite‐difference diffusion models for Ar diffusion in muscovite and biotite that show that the difference in recorded age between 1/t and linear cooling paths increases significantly with hotter starting temperatures, slower cooling rates and smaller grain sizes. Our results show that it is essential to constrain the cooling path shape in order to make meaningful interpretations of the measured data. 相似文献
4.
G. Preisig A. Dematteis R. Torri N. Monin E. Milnes P. Perrochet 《Rock Mechanics and Rock Engineering》2014,47(3):869-884
Interception of aquifers by tunnel excavation results in water inflow and leads to drawdown of the water table which may induce ground settlement. In this work, analytical and numerical models are presented which specifically address these groundwater related processes in tunnel excavation. These developed models are compared and their performance as predictive tools is evaluated. Firstly, the water inflow in deep tunnels is treated. It is shown that introducing a reduction factor accounting for the effect of effective stress on hydrodynamic parameters avoids overestimation. This effect can be considered in numerical models using effective stress-dependent parameters. Then, quantification of ground settlement is addressed by a transient analytical solution. These solutions are then successfully applied to the data obtained during the excavation of the La Praz exploratory tunnel in the Western Alps (France), validating their usefulness as predictive tools. 相似文献
5.
The estimation of river bank erosion requires the knowledge of both local hydrodynamic and erodibility characteristics. Models exist in literature that allow the estimation of the river bank shear stress, the fundamental parameter in evaluating the retreat given the discharge flow and the geometry of the river channel. In this study, two hydrodynamic models (1-D and 2-D) were combined with three shear stress models in order to obtain an estimation of the retreat on a study case on the river Cecina in Tuscany, Central Italy. A calibration of the models was performed based on observations from aerial photos of the region over a period of 10 years (1994–2004), and the results of the different combinations of the models are discussed and compared. A framework was developed for the risk analysis of land loss due to bank erosion based on the analyses of discharge flow time series and an excess shear stress erosion model. An application to the study case is provided by using the results of fluvial erosion modelling. 相似文献
6.
Remarkable variability in dyke features at the Vicuña Pampa Volcanic Complex,Southern Central Andes
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Silvina Guzmán Marco Neri Roberto Carniel Joan Martí Pablo Grosse Carolina Montero‐López Adelina Geyer 《地学学报》2017,29(4):224-232
Dykes at the Vicuña Pampa Volcanic Complex, which are mostly basaltic (trachy)‐andesite and (trachy)‐andesite, are exposed at the base and along the walls of a large depression resulting from intense degradation. Dykes intruding stiff layers (lavas, plugs and necks) are thin, mostly dip >60° and have coherent textures, whereas dykes intruding more compliant materials (breccias and conglomerates) tend to be thicker, have lower dips and have coherent, brecciated or mixed textures (coherent and brecciated textural domains in a single or compound dyke). Single dykes with brecciated and mixed textures are only found intruding near‐surface units. Dykes with mixed textures always have sharp contacts between domains. Dykes with sinuous domain contacts and enclaves of one domain inside the other are interpreted as resulting from dyke arrest, partial cooling and reinjection of new magma. Dykes with straight domain contacts are considered to be compound dykes, with a new dyke intruding along the margins of an older, solidified one. 相似文献
7.
上新世早—中期是巴拿马海道关闭及印度尼西亚海道收缩的关键时期。目前,针对这两个海道关闭的气候效应已有不少研究,但多数研究关注巴拿马海道、洋流变化及其与北半球高纬冰盖发育的联系,缺乏两大热带海道关闭/收缩对东亚气候影响及机理的研究。我们基于挪威地球系统模型(NorESM-L)探讨了印尼海道收缩及巴拿马海道的浅关闭对东亚气候的影响。结果表明,热带海道的关闭/收缩加强了北太平洋的经向梯度,进一步导致夏季近地表气温在东亚北部降低,东亚南部升高;降水在长江流域至中国东海一线显著增加,但在东亚南部至西南部显著减少。冬季,近地表气温在东亚大陆地区升高,降水减少。上述变化主要由印尼海道的收缩导致,除冬季温度外,巴拿马海道浅关闭对东亚气候的影响较弱。此外,结合定性的记录-模拟对比,我们进一步揭示出热带海道的关闭/收缩可在一定程度上影响东亚气候在中上新世的转型,但不是主要驱动力。 相似文献
8.
Sid-Ali Ouadfeul Mohamed Hamoudi Leila Aliouane Said Eladj 《Arabian Journal of Geosciences》2013,6(6):1669-1680
In this paper, we have analyzed the geomagnetic anomaly field reduced to the pole by the 2D directional continuous wavelet transform (DCWT). The objective is to identify geological contacts. The proposed idea has been applied firstly at a synthetic model, the obtained results showed the robustness of the proposed technique, after that the synthetic data has been noised; analysis shows that contacts identified by DCWT are affected by noise. To resolve this problem, we have proposed an algorithm to reduce the noise effect in the contacts model. Application on the real geomagnetic data of In Ouzzal area located in the West of Hoggar (Algeria) shows clearly the robustness of the proposed method. Comparison with the analytic signal solutions exhibits a difference between the two models of contacts. Our method gives results that are accurate with the structural geological map. 相似文献
9.
《Journal of Structural Geology》2001,23(2-3):223-238
Three types of fracture intersection with bedding contacts have been investigated within numerical experiments: fracture transection through bed contacts, termination (abutment) at contacts and step-over of fractures at bedding contacts. To evaluate the mechanisms responsible for different fracture intersections with bed contacts, the numerical experiments explored deformation associated with end-member conditions of sliding-only interfaces and opening-only interfaces. A third suite of models explored the combined influence of both sliding and opening, as a fracture approached the interface. In contrast to our initial supposition that interface sliding promotes fracture termination, the sliding-only interfaces encouraged propagation of fractures straight through the modeled interface. In contrast, the opening-only interfaces yielded either fracture termination or initiation of a new fracture near the ends of the open interface segment (several centimeters from parent fracture in these models). These results suggest that local interface opening near the tip of approaching fractures, rather than sliding, is responsible for fracture termination and step-over at bedding contacts. Combined sliding and opening yielded fracture termination in models with weak interfaces (μ=0; c=0 MPa; T=0 MPa) and either fracture step-over or termination at moderate-strength interfaces (μ=0.65; c=3.25 MPa; T=5 MPa). Fracture termination occurs at moderate-strength interfaces when the stresses along the interface are not great enough to initiate a new step-over fracture. Fracture termination is more likely under conditions of shallower burial depth, lower layer-parallel effective tension and fluid-driven fracture propagation rather than remote layer-parallel tension. Furthermore, thicker beds and greater layer-parallel effective tension may produce greater distances of fracture step-over than thinner beds and more compressive layers. These results may assist in the prediction of subsurface fracture networks and associated fluid flow paths. 相似文献
10.
The total heat output of the Earth constrains models of mantle and core dynamics. Previously published estimates (42–44 TW) have recently been questioned because the measured conductive heat flow on young oceanic lithosphere is about a factor of 2 less than the expected heat flow based on half-space cooling models. Taking the conductive ocean heat flow values at face value reduces the global heat flow from 44 to 31 TW, which has major implications for geodynamics and Earth history. To help resolve this issue, we develop a new method of estimating total oceanic heat flow from depth and age data. The overall elevation of the global ridge system, relative to the deep ocean basins, provides an independent estimate of the total heat content of the lithosphere. Heat flow is proportional to the measured subsidence rate times the heat capacity divided by the thermal expansion coefficient. The largest uncertainty in this method is due to uncertainties in the thermal expansion coefficient and heat capacity. Scalar subsidence rate is computed from gradients of depth and age grids. The method cannot be applied over very young seafloor (< 3 Ma) where age gradient is discontinuous and the assumption of isostasy is invalid. Between 3 and 66 Ma, the new estimates are in agreement with half-space cooling model. Our model-independent estimate of the total heat output of Cenozoic seafloor is 18.6 to 20.5 TW, which leads to a global output of 42 to 44 TW in agreement with previous studies. 相似文献
11.
由于裂隙介质具有强烈非均质性,使得重非水相流体(DNAPLs)在裂隙介质中的运移行为较孔隙介质更为复杂.基于指示模拟算法模拟裂隙介质的二元变量(粗糙面接触和裂隙开口),综合模拟退火算法构建裂隙渗透率随机场.采用T2VOC模拟DNAPLs在裂隙介质的运移,探讨粗糙面接触的相关长度、各向异性比、倾角以及非均质性程度对DNAPLs运移分布的影响.数值分析结果表明,粗糙面接触的相关性越差,DNAPLs污染范围越大;粗糙面接触的各向异性比和倾角增大,将导致更多DNAPLs残留;而相关长度和各向异性比增大以及倾角减小,都会引起DNAPLs锋面运移速率增大;随着渗透率非均质性增强,会导致局部粗糙面接触上蓄积的DNAPLs饱和度增大,运移速率减小. 相似文献
12.
M. Wilding Sharon Webb D. Dingwell Giray Ablay Joan Marti 《Contributions to Mineralogy and Petrology》1996,125(2-3):151-160
Silicate melts form glasses in a variety of geological environments. The relaxation (equilibration) of the frozen glass structure
provides a means of investigating the quench rates of natural glasses, and this cooling history provides an important constraint
for models of melt dynamics. Phonolite glasses from the central volcanic edifice of Tenerife, Canary Islands indicate a range
of five orders of magnitude cooling rate, determined by modeling the relaxation of the structure-dependent property, enthalpy
(H) across the glass transition. The relaxation of enthalpy is determined by heat capacity (c
p
= ΔH/ΔT) measurement of natural glass samples by differential scanning calorimetry (DSC). Upon heating, the heat capacity curve in
the vicinity of the glass transition has a geometry characteristic of the previous cooling rate. A series of thermal treatments
applied to each individual sample results in a set of sample-specific parameters which are used to model the heat capacity
curve of the naturally cooled glass. The cooling rate is then derived. The equivalence of shear and enthalpic relaxation enables
the relaxation of enthalpy for these volcanic samples to be described by a general term for the evolution of fictive temperature.
Quench rates for thirty-one glasses are calculated to be within the range 10°C s–1 to 7°C per day. The cooling rates quoted are linear approximations across the glass transition. Within different volcanic
facies cooling rates depend on several factors. The most rapidly cooled glasses occur where samples lose heat by radiation
from the surface. Our analyses indicate that in certain environments, a natural annealing process results in slow quench rates.
This is interpreted as either a slow initial cooling process or the reheating of a glass to an annealing temperature within
the glass transition interval. The latter results in relaxation to a lower temperature structure. Controls on these processes
include the initial temperature and dissipation of thermal energy from the volcanic body. Our results are consistent with
an influence of volatiles on quench rates in volcanic bombs where glass adjacent to vesicular layers is relatively rapidly
quenched. We interpret this as a rapid quench rate frozen into the glass resulting from a change in viscosity due to volatile
degassing. In lava flows, the conduction of heat from the hot flow interior controls the cooling process and diminishes the
effect of volatile exsolution. Relaxation geospeedometry can be applied to glass samples from a variety of geological environments
where cooling rates cannot be measured directly. Such measurements provide a means of determining cooling rates for a variety
of volcanic processes, an independent calibration for existing temperature and time data and a means for testing cooling-rate-dependent
models.
Received: 9 January 1996 / Accepted: 13 May 1996 相似文献
13.
Sediment trend models fail to reproduce small-scale sediment transport patterns on an intertidal beach 总被引:2,自引:0,他引:2
GERHARD MASSELINK DANIEL BUSCOMBE MARTIN AUSTIN† TIM O'HARE† PAUL RUSSELL† 《Sedimentology》2008,55(3):667-687
A rigorous test is presented of the application of sediment trend models to an intertidal beach environment characterized by bar morphology. Sediment samples were collected during low tide from a regular grid and their sediment fall velocity distributions, obtained using a settling tube, were analysed using moment analysis. The net sediment transport direction determined from beach surveys, hydrodynamic measurements, wave ripple observations and sediment transport modelling was compared with predictions by sediment trend models based on the spatial distribution of sediment parameters. It was found that the sediment transport pathways and patterns of sedimentation predicted using sediment trend models were at odds with field observations, and varied significantly depending on whether surface or sub‐surface sediment samples were used. The sediment trend models are thought to fail because, in energetic and morphologically variable beach environments, spatial patterns in sediment characteristics are mainly attributed to the presence of different hydrodynamic regions and associated morphology, rather than sediment pathways. The use of sediment trend models cannot replace the collection of morphological, hydrodynamic and sediment transport data in the field to define relationships between flows, forms and sedimentation patterns on a dynamic intertidal beach. 相似文献
14.
为降低暴雨洪涝灾害损失,利用数值模拟方法研究城市洪涝过程,提前获取可靠的洪涝水情信息,具有重要的现实意义。根据城市洪涝过程的水文水动力学原理和方法,以SWMM模型与自主研发的二维模型为基础,提出一、二维模型耦合的具体方法,通过水平和垂直方向的连接构建水文水动力耦合模型。研究提出基于DLL的一、二维模型耦合策略,以垂向连接问题为理论案例,将模拟结果与InfoWorks ICM软件结果进行对比分析,阐明该垂向连接方式的合理性。以广州市东濠涌流域为实际案例,构建了东濠涌流域城市洪涝水文水动力耦合模型,选用2场实测降雨对模型进行模拟分析,发现模型在一维排水系统排水能力和二维地表积水的模拟均具有较好的精度和可靠性。结果表明所提出的连接算法合理可行,所构建的水文水动力耦合模型具有一定的可靠性,对城市洪涝模拟分析具有较好的应用价值。 相似文献
15.
16.
This short paper shows that different choices made for control functions of information in hydrodynamic flow problems can have significant implications for interpretations of the system. Using as a simple illustration the case of a steady-state, one-dimensional flow model with no internal sources or sinks and with the hydraulic conductivity depending on a single parameter and the distance from the origin, it is shown that, even when a continuous, error-free head data set is provided, statements about the uniqueness or not of the inverse solution are conditioned on the choice of the control function. Care has to be exercised in obtaining physically meaningful results and, depending on the model assumptions and the data available, there may not be acceptable models. It is also shown that there may be more than one model behavior that is acceptable. The results have implications for the hydrodynamic upscaling problem for flow in permeable media, for ensemble averaging methods, and for parameter determination for deterministic models of permeable flow. 相似文献
17.
Robert E. Ulanowicz John M. Lindsay William C. Caplins Tibor T. Polgar 《Estuaries and Coasts》1982,5(1):57-67
Previous simulations of potential ichthyoplankton entrainment by power generating stations on the Potomac estuary have not included the influence of lateral transport in distributing eggs and larvae over the nursery area. Therefore, two-dimensional, vertically-averaged hydrodynamic and kinematic models of passive organism transport were developed to represent advective and dispersive processes near the proposed Douglas Point Nuclear Generating Station. Although the more refined model did not substantially alter the estimate of ichthyoplankton entrainment, it did reveal that lateral inhomogeneities in hydrodynamics could engender severalfold differences in entrainment probabilities on opposite sides of the estuary. Models of higher resolution and greater biological detail did not project greater total entrainment by the Douglas Point plant, because the volume of nontidal flow past the site was large in comparison to the proposed rate of cooling water withdrawal. 相似文献
18.
为对自然界中的复杂水流系统进行整体水动力数值模拟,建立了适用于河湖系统的一维-二维耦合模型.将河网计算中用于处理河段间耦合的汊点水位预测校正法应用到一维-二维耦合边界的处理中,即耦合边界水位预测校正法.该方法具有一维、二维模型计算完全独立,可有效利用现有模型的优点.与传统一维-二维耦合处理方法相比,耦合连接条件的满足程度较高且可通过对计算容差的调整进行有效控制.利用理想及实际例子进行了计算验证,结果表明该方法具有较好的实用性. 相似文献
19.
Effects of linking up of discontinuities on fracture growth and groundwater transport 总被引:3,自引:1,他引:2
It is proposed that the growth of fractures is the basic process for generating and maintaining permeability in solid rock
(bedrock). Many extension fractures grow as hydrofractures, whereas many shear (and extension) fractures grow through the
formation of transverse fractures that connect the adjacent tips of existing fractures. In a boundary-element analysis, the
hydrofractures are modeled as being driven open by a fluid overpressure that varies linearly from 10 MPa at the fracture centre
to 0 MPa at the fracture tip. The host rock has a uniform Young's modulus of 10 GPa, a Poisson's ratio of 0.25, and is dissected
by vertical joints and horizontal contacts, each of which is modeled as an internal spring of stiffness 6 MPa m−1. The number of joints and contacts, and their location with respect to the hydrofracture tip are varied in different model
runs. The results of the analyses indicate that the tensile stresses generated by overpressured hydrofractures open up joints
and contacts out to considerable distances from the fracture tip, so that they tend to link up to form a hydraulic pathway.
Using the same Young's modulus, Poisson's ratio, and internal spring constant for joints as in the hydrofracture models, boundary-element
models were made to study the interaction stresses that cause neighbouring joints to become interconnected through the growth
of linking transverse fractures that, ultimately, may evolve into shear fractures. The models were subjected to tensile stress
of 6 MPa acting normal to the joint planes as the only loading. The offset (horizontal distance) and underlap (vertical distance)
between the adjacent tips of the joints were varied between model runs. The results show a concentration of tensile and shear
stresses in the regions between the neighbouring tips of the joints, but these regions become smaller when the underlap of
the joints decreases and changes to overlap. These stress-concentration regions favour the development of transverse (mostly
shear) fractures that link up the nearby tips of the joints, so as to form a segmented shear or extension fracture. Analytical
results on aperture variation of a hydrofracture in a homogeneous, isotropic rock are compared with boundary-element results
for a hydrofracture dissecting layered rocks. The aperture is larger where the hydrofracture dissects soft (low Young's modulus)
layers than where it dissects stiff layers. Aperture variation may encourage subsequent groundwater-flow channeling along
a pathway generated by a hydrofracture in layered rocks.
Electronic Publication 相似文献
20.
Thermal dynamics of lakes has a key role in chemical and biological processes in lakes including nutrient distributions and phytoplankton growth. Applications of hydrodynamic models to lakes can provide insights into possible future alterations in thermal dynamics induced by climate change. In this study, we present the calibration and validation of the newest version of the open-source hydrodynamic model GLM (General Lake Model) to the dimictic Lake Ammersee, located in south-east Germany. The simulation of lake water temperatures for the calibration period revealed an overall root mean square error of 0.65 °C and a mean error of 0.08 °C. The seasonal stratification pattern and the annual thermal structure of this dimictic lake were reproduced by the model. The model simulated the presence of winter ice cover for the only year out of 8 years simulated, when ice cover was observed. Elevated lake water temperatures were also reproduced in model simulations during a period in 2003 of unusually high air temperatures. Statistical analysis of the model calibration results for Lake Ammersee indicates a fit comparable to or better than most other well-established hydrodynamic models and provides an opportunity for continuous simulations through periods of ice cover. Our results indicate a major improvement in GLM compared with earlier model versions and demonstrate the applicability of GLM for limnophysical studies, particularly for altered forcing conditions such as climate change. 相似文献