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921.
Abstract The accuracy of six combined methods formed by three commonly-used soil hydraulic functions and two methods to determine soil hydraulic parameters based on a soil hydraulic parameter look-up table and soil pedotransfer functions was examined for simulating soil moisture. A novel data analysis and modelling approach was used that eliminated the effects of evapotranspiration so that specific sources of error among the six combined methods could be identified and quantified. By comparing simulated and observed soil moisture at six sites of the USDA Soil Climate Analysis Network, we identified the optimal soil hydraulic functions and parameters for predicting soil moisture. Through sensitivity tests, we also showed that adjusting only the soil saturated hydraulic conductivity, Ks , is insufficient for representing important effects of macropores on soil hydraulic conductivity. Our analysis illustrates that, in general, soil hydraulic conductivity is less sensitive to Ks than to the soil pore-size distribution parameter. Editor D. Koutsoyiannis; Associate editor D. Hughes Citation Pan, F., McKane, R.B. and Stieglitz, M., 2012. Identification of optimal soil hydraulic functions and parameters for predicting soil moisture. Hydrological Sciences Journal, 57 (4), 723–737. 相似文献
922.
923.
The impact of different vertical diffusion schemes in a three-dimensional oil spill model in the Bohai Sea 总被引:2,自引:0,他引:2
Vertical transport is critical to the movement of oil spills in seawater. Breaking waves play an important role by developing a well-defined mixing layer in the upper part of the water column. A three-dimensional (3-D) Lagrangian random walk oil spill model was used here to study the influence of sea surface waves on the vertical turbulence movement of oil particles. Three vertical diffusion schemes were utilized in the model to compare their impact on oil dispersion and transportation. The first scheme calculated the vertical eddy viscosity semi-empirically. In the second scheme, the vertical diffusion coefficient was obtained directly from an Eulerian hydrodynamic model (Princeton Ocean Model, POM2k) while considering wave- caused turbulence. The third scheme was formulated by solving the Langevin equation. The trajectories, percentages of oil particles intruding into water, and the vertical distribution structures of oil particles were analyzed for a series of numerical experiments with different wind magnitudes. The results showed that the different vertical diffusion schemes could generate different horizontal trajectories and spatial distributions of oil spills on the sea surface. The vertical diffusion schemes caused different water-intruding and resurfacing oil particle behaviors, leading to different horizontal transport of oil particles at the surface and subsurface of the ocean. The vertical diffusion schemes were also applied to a realistic oil spill simulation, and these results were compared to satellite observations. All three schemes yielded acceptable results, and those of the third scheme most closely simulated the observed data. 相似文献
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926.
Laplace变换边界积分方程与Schapery数值反演法模拟溶质运移问题 总被引:3,自引:0,他引:3
王晓红 《水文地质工程地质》1997,24(6):19-22
本文将对流-弥散方程化为纯尔散方程,采用Laplace变换,Schapery数值反演法求解,通过裕列计算对选取不同的Laplace变换参数的计算结果进行比较,分析Laplace变换参数对计算精度的影响,给出P值的选取方法式。 相似文献
927.
Yang Baojun 《吉林大学学报(地球科学版)》1986,(4)
本文指出了用拉普拉斯变换处理有限元方程和用富里叶变换所得到的结果是等价的。从物理方面讨论了频率域有限元的局限性。 相似文献
928.
岩体冻融过程中水热耦合非线性分析 总被引:1,自引:0,他引:1
针对工程地质和岩土工程中所涉及到的冻害问题,在质能平衡的基础上,充分考虑冻结岩体的热传导、水和岩体存在的热交换以及水热梯度共同作用下水分的迁移与转化,建立了水热耦合的非线性控制方程;对寒区大阪山隧道围岩的温度场和水分场进行数值模拟,并分析其水热耦合迁移规律.模拟结果表明:隧道围岩水分受冻结抽吸力和温度梯度的作用发生迁移,在隧道边墙处渗流速度最大;在考虑水分场时,隧道围岩的冻结圈将变薄,而且随着水分场中渗流系数的增大将更加变薄,水分场在很大程度上影响温度场的分布;为了减少冻害对寒区工程的破坏,应采取良好的保温措施.模拟结果与现有研究成果和工程经验类似. 相似文献
929.
双指数爆破荷载的应力时程关系是爆破工程的数值分析常用的动力输入。其在弹性岩石中传播衰减的特征线法解是工程爆破数值分析中弹性以及弹塑性分析的重要参照,也是动力学数值分析算法开发的重要高阶校准工具。应用统一弹性波的特征线法解求解源自圆形孔洞的双指数爆破荷载在理想介质中的传播。介绍了源自圆形孔洞的双指数爆破荷载在周围弹性介质传播过程中的径向应力、周向应力、位移以及速度波的特征线法解的具体过程,在MATLAB中进行了4种波的特征线法解的数值实施。对径向应力、周向应力、位移以及速度波的特征线法解的结果进行了多方面讨论。结果表明,特征线法是求解双曲型偏微分方程的一种有效方法,双指数爆破荷载在弹性岩石中传播衰减的特征线法解可为爆破工程数值分析以及动力学数值分析算法开发提供重要的支撑。 相似文献
930.
Eigenvalue approach, following Laplace and Fourier transforms, has been employed to find the general solution to the field
equations in an anisotropic liquid-saturated porous medium, in the transformed domain. The results of isotropic liquid-saturated
porous medium can be derived as a special case. A numerical inversion technique has been applied to get the solutions in the
physical domain. To illustrate the utility of the approach, an application of infinite space with impulsive force at the origin
has been considered. The results in the form of displacement and stress components have been obtained and discussed graphically
for a particular model. 相似文献