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51.
52.
Peng-Jun Zhao 《地震学报(英文版)》1995,8(2):317-323
Based on the partial differential equation governing the effect of atmospheric pressure on water level of confined well, deriving
the boundary condition and considering the seepage water between well and aquifer, the author obtained the analytical solution
of water level change in time domain under the action of an atmospheric pressure history with the Laplace transform method.
This solution is composed of two terms:stable and retarded terms. The stable term is the multiplication of barometric efficiency
and simultaneous atmospheric pressure, and it implies the value of water level after infinite time when the atmospheric pressure
is a constant from the time in question. The retarded term is the transient process due to the time lag of water exchange
between well and aquifer. From the solution, it is obtained that the interference of atmospheric pressure on water level is
the integral superimposition of the contribution of all atmospheric pressure changes before the time in question. So that,
we further found out the response function of pulsive atmospheric pressure history. Calculation shows: (1) The pulsive response
function starts from zero and tends to a steady value, which is proportional to the barometric efficiency, when the time tends
to infinity; (2) The retarded time depends on the mechanical property of aquifer and the radius of well. The larger the seepage
coefficient, the smaller the radius of well and the thicker the aquifer, then the shorter the retarded time gets. This solution
can be used as the theoretical basis for further analysis of the atmospheric effect and practical correcting method in the
future. 相似文献
53.
Numerical simulation of groundwater flowing to horizontal seepage wells under a river 总被引:6,自引:0,他引:6
A horizontal seepage well, consisting of an interconnected vertical well, galleries, chambers and small-diameter radiating
bores, is used to acquire relatively clean water that has been filtered through natural alluvial deposits in a riverbed. It
has wide application, especially in arid and semi-arid areas. The lack of calculation formulae or models for horizontal seepage
wells, up until now, has resulted in several false applications. Based on the analysis of groundwater flow characteristics,
it has been concluded that several flow regimes coexist and hydraulic head loss exists in the horizontal seepage well. To
avoid the difficulty of confirming the flux or head distribution in such a complex system, the model boundary of the whole
horizontal seepage well has been moved to that of just the vertical well, and the well-aquifer system was treated as a heterogeneous
medium, where the horizontal seepage well itself is a highly permeability medium. A mathematical model has been developed,
based on the coupled seepage-pipe flow, by the introduction of equivalent hydraulic conductivity according to different flow
regimes. Then a three-dimensional finite difference numerical model, based on the mathematical model, was developed and applied
to a horizontal seepage well in China. The numerical model verified the groundwater flow characteristics of the horizontal
seepage well.
An erratum to this article can be found at 相似文献
54.
In the work reported here the comprehensive physics‐based Integrated Hydrology Model (InHM) was employed to conduct both three‐ and two‐dimensional (3D and 2D) hydrologic‐response simulations for the small upland catchment known as C3 (located within the H. J. Andrews Experimental Forest in Oregon). Results from the 3D simulations for the steep unchannelled C3 (i) identify subsurface stormflow as the dominant hydrologic‐response mechanism and (ii) show the effect of the down‐gradient forest road on both the surface and subsurface flow systems. Comparison of the 3D results with the 2D results clearly illustrates the importance of convergent subsurface flow (e.g. greater pore‐water pressures in the hollow of the catchment for the 3D scenario). A simple infinite‐slope model, driven by subsurface pore‐water pressures generated from the 3D and 2D hydrologic‐response simulations, was employed to estimate slope stability along the long‐profile of the C3 hollow axis. As expected, the likelihood of slope failure is underestimated for the lower pore pressures from the 2D hydrologic‐response simulation compared, in a relative sense, to the higher pore pressures from the 3D hydrologic response simulation. The effort reported herein provides a firm quantitative foundation for generalizing the effects that forest roads can have on near‐surface hydrologic response and slope stability at the catchment scale. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
55.
56.
隧道开挖过程中的渗透变形问题分析——结合南京地区工程实例 总被引:1,自引:0,他引:1
本文从水文地质条件、土体结构和力学性质等方面分析了南京地区土层中隧道开挖所引起的渗透变形问题。经研究认为可通过控制所构筑地下防渗墙深度、厚度及质量来防止渗透变形。实践证明该方法是有效的。 相似文献
57.
58.
水--煤层气两相流体在煤层中的渗流规律 总被引:1,自引:1,他引:1
采用煤体承受有效应力、水-气混合流动及固一流相互作用的基本原理,建立了煤层气开采过程中水-煤层气两相流渗的基本方程,通过自行设计的实验装置,测定了煤层中水-煤层气共同流动时的两相流体的流量,渗透率及随水的饱和度变化关系,并据此模拟出了反映水-煤层气渗透基本规律,从而为煤层气开采提供了理论基础。 相似文献
59.
Based on grey set, grey numbers and their operation properties, the grey numerical model of groundwater seepage system was
set up for the first time, the whole grey solving method of the model was given and it was proved that the common solving
method of the model was only a special case of the grey solving methods. At the same time, the grey solving method was compared
widely with common solving method, classical numerical method. The study shows that the grey solving method is better in depicting
the procedure of transporting grey data of groundwater system. On the basis of the theoretical study, two basic kinds of cases
about groundwater seepage were selected: the prediction of pit yield and the evaluation of groundwater resources on a groundwater
basin. In the cases, systematical analyses were made for generalization and greylization of the hydrogeologic conditions,
setting up of the grey model, identification and correction of the model as well as its prediction and evaluation. It was
pointed out that when the grey numerical model is used to predict pit yield, the upper limit of the “grey band” of groundwater
level cannot be higher than planed safe groundwater level, when evaluating the groundwater resource, the lower limit of the
“grey band” of groundwater level cannot be lower than controlled level of groundwater. 相似文献
60.