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Flow Simulations To Evaluate Upscaling of Permeability 总被引:1,自引:0,他引:1
We study upscaling of the permeability for porous media flow on a grid with one million blocks. The purpose is to illustrate how flow simulations can be used to evaluate upscaling methods. 相似文献
213.
Simulation of seismicity due to fluid migration in a fault zone 总被引:5,自引:0,他引:5
Teruo Yamashita 《Geophysical Journal International》1998,132(3):674-686
Spatio-temporal variation of rupture activity is modelled assuming fluid migration in a narrow, porous fault zone formed along a vertical strike-slip fault in a semi-infinite elastic medium. The principle of the effective stress coupled to the Coulomb failure criterion introduces mechanical coupling between fault slip and the pore fluid. The fluid is assumed to flow out of a localized high-pressure fluid compartment in the fault at the onset of earthquake rupture. The duration of the earthquake sequence is assumed to be much shorter than the recurrence period of characteristic events on the fault. Both an earthquake swarm and a foreshock–main-shock sequence can be simulated by changing the relative magnitudes of the initial tectonic stress, pore fluid pressure, fracture strength and so on. When an inhomogeneity is introduced into the spatial distribution of fracture strength, high complexity is observed in the spatio-temporal variation of rupture activity. For example, the time interval between two successive events is highly irregular, and a relatively long quiescence of activity is sometimes observed in a foreshock–main-shock sequence. The quiescence is caused by the temporary arresting of rupture extension, due to an encounter with fault segments having locally high strengths. The frequency–magnitude statistics of intermediate-size events obey the Gutenberg–Richter relation. The calculations show the temporal variation of the b value during some foreshock sequences, and the degree of the change seems to depend on the statistical distribution of the fracture strength. 相似文献
214.
低周反复荷载作用下复合耗能支撑钢筋混凝土框架结构的抗震性能试验研究 总被引:3,自引:0,他引:3
本文介绍了三榀钢支撑钢筋混凝土框架结构(包括两榀复合耗能支撑框架、一榀普通支撑框架)在低周反复荷载作用下的试验结果。对复合耗能支撑框架结构在低周反复荷载作用下的工作性能(包括受力性能、破坏形态、滞回曲线、骨架曲线、延性和耗能能力等)进行了探讨,揭示了复合耗能支撑框架结构良好的抗震性能。 相似文献
215.
铁法煤田煤储层渗透性预测 总被引:6,自引:3,他引:3
煤储层的渗透性预测是煤层气开发前必须的储层评价工作。评价方法是依据围岩节理及煤层裂隙的宏观、微观统计分析,寻找区内裂隙发育带及其走向,预测高渗透区的分布。 相似文献
216.
围压下构造煤的孔隙度和渗透率特征实验研究 总被引:1,自引:0,他引:1
利用岩石孔隙度和渗透率测量系统,对不同煤质及不同类型构造煤的孔隙度和渗透率进行测试,结果表明,随围压增加构造煤的孔隙度和渗透率降低;不同煤质和不同类型构造煤有不同的变化规律,并进一步探讨了煤的结构,气体压力,气体成分等因素的作用机理。 相似文献
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Abstract The physically-based flood frequency models use readily available rainfall data and catchment characteristics to derive the flood frequency distribution. In the present study, a new physically-based flood frequency distribution has been developed. This model uses bivariate exponential distribution for rainfall intensity and duration, and the Soil Conservation Service-Curve Number (SCS-CN) method for deriving the probability density function (pdf) of effective rainfall. The effective rainfall-runoff model is based on kinematic-wave theory. The results of application of this derived model to three Indian basins indicate that the model is a useful alternative for estimating flood flow quantiles at ungauged sites. 相似文献
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The curve number (CN) method is widely used for rainfall–runoff modelling in continuous hydrologic simulation models. A sound continuous soil moisture accounting procedure is necessary for models using the CN method. For shallow soils and soils with low storage, the existing methods have limitations in their ability to reproduce the observed runoff. Therefore, a simple one‐parameter model based on the Soil Conservation Society CN procedure is developed for use in continuous hydrologic simulation. The sensitivity of the model parameter to runoff predictions was also analysed. In addition, the behaviour of the procedure developed and the existing continuous soil moisture accounting procedure used in hydrologic models, in combination with Penman–Monteith and Hargreaves evapotranspiration (ET) methods was also analysed. The new CN methodology, its behaviour and the sensitivity of the depletion coefficient (model parameter) were tested in four United States Geological Survey defined eight‐digit watersheds in different water resources regions of the USA using the SWAT model. In addition to easy parameterization for calibration, the one‐parameter model developed performed adequately in predicting runoff. When tested for shallow soils, the parameter is found to be very sensitive to surface runoff and subsurface flow and less sensitive to ET. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献