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991.
In order to characterize the hydraulic properties of an aquifer in Finland comprising two subvertical fracture zones, observation-well
responses were matched with generalized radial flow (GRF) type curves. The responses in six wells out of seven are consistent
with the GRF model. The fractional flow dimensions (1–1.2 and 1.5) were determined by regression analysis of straight-line
slopes and type-curve matching. In each test, the flow dimensions in the neighboring fracture zone range from 2–2.25. Comparisons
of the late-time responses with the asymptotic GRF solution and the flow dimensions obtained by reversing the pumping and
observation points suggest homogeneous hydraulic properties. Deviations in responses can be explained by flow-path tortuosity.
After assessments of the extent of the flow and radial distances along the fracture system, hydraulic conductivities and storativities
were determined from the results of the type-curve matching procedure. The obtained hydraulic conductivities are 1.3×10–5 to 7.9×10–5 m/s and 5.0×10–6 to 2.5×10–5 m/s for the western and the eastern fracture zones, respectively. The results were verified by applying them to analytical
solutions for pumping wells. The calculated pumping-well responses are consistent with the observations. The analysis of flow
dimension also enhances qualitative interpretations on the hydrogeology of fracture zones.
Received, April 1997 · Revised, September 1997 · Accepted, May 1998 相似文献
992.
周立 《地球科学与环境学报》1998,(Z1)
本文提供一种用PLD器件设计任意地址范围译码器的简便方法。该方法给出了利用地址区间边界值直接写出地址译码逻辑式的三个设计规则和为进一步简化设计过程的两个补充设计规则。本设计方法对于用FM软件进行PLD器件开发非常方便和实用。 相似文献
993.
994.
995.
对平台液压升降模拟仿真系统研究的必要性进行分析,针对自升式平台作业工况和机理,提出总体设计方案,进行各部分的研究设计。在软件方面,建立虚拟仪器测试系统,该系统的建立实现了平台升降系统的仿真及液压阀件的测试。 相似文献
996.
997.
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????????塱????豸??????????????е????????о???????????豸???????????????????????????????????????????IPv6???緢?????????????顣 相似文献
998.
Short‐circuiting flow, commonly experienced in many constructed wetlands, reduces hydraulic retention times in unit wetland cells and decreases the treatment efficiency. A two‐dimensional (2‐D), physically based, distributed modelling approach was used to systematically address the effects of bathymetry and vegetation on short‐circuiting flow, which previously have been neglected or lumped in one‐dimensional wetland flow models. In this study, a 2‐D transient hydrodynamics with advection‐dispersion model was developed using MIKE 21 and calibrated with bromide tracer data collected at the Orlando Easterly Wetland Cell 7. The estimated topographic difference between short‐circuiting flow zone and adjacent area ranged from 0·3 to 0·8 m. A range of the Manning roughness coefficient at the short‐circuiting flow zone was estimated (0·022–0·045 s m?1/3). Sensitivity analysis of topographical and vegetative heterogeneity deduced during model calibration shows that relic ditches or other ditch‐shaped landforms and the associated sparse vegetation along the main flow direction intensify the short‐circuiting pattern, considerably affecting 2‐D solute transport simulation. In terms of hydraulic efficiency, this study indicates that the bathymetry effect on short‐circuiting flow is more important than the vegetation effect. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
999.
The interaction of geomechanics and flow within a soil body induces deformation and pore pressure change. Deformation may change hydrogeological and elastic properties, which alters the mechanical behaviour and results in non‐linearity. To investigate this interaction effect in a heterogeneous porous medium, a stochastic poroelastic model is proposed. Monte Carlo simulations are performed to determine the mean and uncertainty of the parameter changes, displacement, and change in pore water pressure. Hydraulic conductivity is treated as the only random variable in the coupled geomechanics‐flow system due to its large variation compared to other mechanical and hydrogeological properties in natural environments. The three considered non‐linear models for the interaction between parameters and deformation are those that consider (1) porosity and hydraulic conductivity; (2) porosity and Young's modulus; and (3) a combined effect that includes porosity, hydraulic conductivity, and Young's modulus. Boundary effects on the coupled system are also explored. The relationships between changes of porosity, hydraulic conductivity, and Young's modulus are analytically shown to be non‐linear. Among the considered parameters, the deformation effect induces the largest reduction in hydraulic conductivity. The deformation‐induced change in hydraulic conductivity shows the most significant effect on the mean and variance of the change in pore water pressure and displacement, while changes in Young's modulus have the least effect. When the deformation effect is considered, the superposition relationship does not exist in the mean displacement and mean change in pore water pressure for the three scenarios considered; it exists for the case without deformation effects. Deformation also causes a reduction in the effective hydraulic conductivity for the whole domain. The scenario that considers both loading and discharge boundaries has larger changes in hydrogeological and geo‐mechanical parameters than those in scenarios that consider loading and discharge boundaries separately. The results indicate that the interaction between deformation and changes in parameters has a profound effect on the poroelastic system. The effect of deformation should thus be considered in modelling and practice. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
1000.