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81.
氯化钠盐土壤介电虚部特性的初步研究 总被引:4,自引:0,他引:4
含水含盐土壤的介电虚部模型是土壤含水量含盐量的函数。通过一系列关系研究:介电常数虚部ε",土壤导电率σa,土壤溶液导电率σw,土壤溶液离子浓度SMv,含盐量S,最终得到介电常数虚部ε"和土壤含水量Mv。含盐量S的关系,即土壤介电模型。通过微波网络仪,对150组具有不同含水含盐量的土壤,在频率范围0.2-20GHz(频率取样间隔为0.05GHz)进行介电常数测量。在不同频率下,利用这些实测数据通过最佳拟合的方法确定土壤介电模型中的待定参数,从而得到不同频率时土壤介电虚部经验模型。另外,利用吉兰泰地区41个含盐土壤样品进行模型验证,结果表明,模型计算值与测量值高度相关。最后得出:(1)含盐量对介电常数虚部的影响随频率增大而降低;(2)土壤类型和介电常数虚部几乎没有相关性。 相似文献
82.
We review the historical, geological, tide-gauge, GPS and gravimetric evidence advanced in favour of, or against, continuing
land uplift around Hudson Bay, Canada. We also reanalyse the tide-gauge and GPS data for Churchill using longer time series
than those available to previous investigators. The dependence of the mean rate of relative sea-level change obtained from
the tide-gauge record on the length and mid-epoch of the observation interval considered is investigated by means of a newly
developed linear-trend analysis diagram. For studying the shorter-period variability of the tide-gauge record, the wavelet
transform is used. The mean rate of land uplift obtained from GPS is based on a new analysis using IGS solutions of GFZ. To
include the post-glacial land uplift, sea-level indicators from the Churchill region representing the relative sea-level history
during the past 8000 years are also used. Finally, the values of the four observables are jointly inverted in terms of mantle
viscosity. The optimum values are ~3.2 × 1020 Pa s and ~1.6 × 1022 Pa s for the upper- and lower-mantle viscosities, respectively. 相似文献
83.
LBM钻井液是一种低粘度低失水量的高效造浆材料,通过在绳索取心中应用,证明了LBM钻井液具有良好的抑制水敏性地层膨胀与分散的能力.可有效防止粘附卡钻事故及解决钻杆内壁结垢问题.是绳索取心钻进较理想的钻井液材料。 相似文献
84.
高温高压下水的剪切粘滞度的平衡分子动力学计算 总被引:3,自引:1,他引:2
本项工作用TIP4P模型对水分子进行了平衡分子动力学模拟。根据Green-Kubo理论,计算了温度从652K到814K,密度从0.5360g/cm3到0.8638g/cm3六个不同温度和密度水的剪切粘滞度,并和实验值进行了对比。在所计算的温度和密度范围,平衡分子动力学计算结果与实验值的平均绝对值差别为15%,好于使用非平衡分子动力学方法获得的粘滞度值。平衡分子动力学的方法将是获得地学中高温高压下流体输运性质的重要途径。 相似文献
85.
86.
Duke U. Ophori 《Hydrogeology Journal》1998,6(2):193-203
Flow of groundwater with variable density and viscosity was simulated at the Atikokan Research Area (ARA) in northwestern
Ontario, Canada. An empirical viscosity–concentration equation was modified to include total-dissolved-solids (TDS) data from
the ARA. The resulting equation was used successfully to estimate reasonably accurate viscosity values over the expected range
of temperature and concentration, in comparison with experimental values derived for sodium chloride solutions. A three-dimensional
finite-element code, MOTIF, developed by Atomic Energy of Canada Limited, was used in the simulations. The inclusion of the
effects of depth-increasing temperature and TDS-dependent fluid-density distribution, while maintaining only a temperature-dependent
viscosity relationship in a simulation, resulted in a more penetrative flow against expected buoyancy effects (i.e., the physics
of the system was not honored). Accounting for concentration in the viscosity equation caused water to be less penetrative
and more in accordance with the expected physics of the system. A conclusion is that fluid concentration should be considered
simultaneously in calculating the density and viscosity of a fluid during modeling of variable-density flow in areas underlain
by fluids with high TDS. Results of simulations suggest that both flow directions and magnitudes should be employed simultaneously
during the calibration of a model. Large-scale groundwater movement in the ARA may be analyzed with carefully selected vertical
no-flow boundaries. By incorporating the geothermal temperature gradient, groundwater recharge increases by 12%; thus, this
gradient plays a significant role in groundwater flow at the ARA. Variability in the fluid concentration at the ARA neither
decreases nor increases recharge into the groundwater system. The hypothesis that an isolated continuous regional flow system
may exist at depth in the ARA is not supported by these simulations.
Received, September 1996 Revised, September 1997, February 1998 Accepted, February 1998 相似文献
87.
88.
A mathematical model describing the constant pumping is developed for a partially penetrating well in a heterogeneous aquifer system. The Laplace‐domain solution for the model is derived by applying the Laplace transforms with respect to time and the finite Fourier cosine transforms with respect to vertical co‐ordinates. This solution is used to produce the curves of dimensionless drawdown versus dimensionless time to investigate the influences of the patch zone and well partial penetration on the drawdown distributions. The results show that the dimensionless drawdown depends on the hydraulic properties of the patch and formation zones. The effect of a partially penetrating well on the drawdown with a negative patch zone is larger than that with a positive patch zone. For a single‐zone aquifer case, neglecting the effect of a well radius will give significant error in estimating dimensionless drawdown, especially when dimensionless distance is small. The dimensionless drawdown curves for cases with and without considering the well radius approach the Hantush equation (Advances in Hydroscience. Academic Press: New York, 1964) at large time and/or large distance away from a test well. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
89.
G. S. Khadekar Vaishali Kamdi Anirudh Pradhan Saeed Otarod 《Astrophysics and Space Science》2007,310(1-2):141-147
We assume the four dimensional induced matter of the 5D Ricci flat bouncing cosmological solution contains a perfect fluid.
The big bounce singularity of simple 5D cosmological model is studied with the cosmological term Λ=α
ρ and Λ=β
H
2 where α and β are constants and ρ and H are respectively energy density and Hubble parameter. This big bounce singularity is found to be an event horizon at which
the scale factor and mass density of the universe are finite, while the pressure is infinite.
相似文献
90.