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1.
We have simulated ungrounded horizontal loop transient responses of a two-layer earth consisting of a magnetically viscous layer above (model 1) or below (model 2) a nonmagnetic layer. The transient responses of a two-layer magnetically viscous earth can be computed using the superposition principle because magnetic relaxation and eddy current responses are independent at electrical conductivities typical of the real subsurface. The transients are presented and analyzed in the form of Y = f(h1) functions, where h1 is the upper layer thickness and Y is the response (at some fixed time) of a two-layer ground normalized to that of a uniform ground with its magnetic viscosity as in the upper (model 1) or lower (model 2) layer. In model 1, the Y function increases as magnetic viscosity grows in the upper layer while the latter is thinner than the loop size, but the magnetic relaxation responses of a thicker upper layer are almost identical to that of a uniform magnetically viscous ground. In model 2, the Y responses are likewise almost identical to that of a uniform magnetically viscous ground (h1 = 0) as far as the thickness of the upper layer remains small, but they decrease, first slowly and then ever more rapidly, after the layer becomes 15–20% thicker than the transmitter size. The effective sounditng depth in a magnetically viscous ground being controlled by the size of the transmitter, it is reasonable to use geometrical sounding to resolve the vertical distribution of magnetic viscosity. 相似文献
2.
变荷载下基于指数渗流双层地基一维固结分析 总被引：1，自引：0，他引：1
在土中渗流服从指数形式的前提下,建立了变荷载作用下双层地基的一维固结控制微分方程。利用有限差分法求得孔隙水压力的数值解,并通过与解析解对比对其可靠性进行了验证。对双层地基在指数形式渗流时不同参数下的固结性状进行分析,结果表明：单面排水条件下,双层地基中上层土渗流指数的大小对固结速率起决定性作用,而下层土渗流指数大小对固结速率的影响很小;如果上、下两层土体的压缩性不同,则地基按变形定义的平均固结度和按孔压定义的平均固结度不再相等;地基中下层土与上层土的相对压缩性越低、相对渗透性越高,则地基的固结速率越快;增大压缩性小、渗透性高的土层相对厚度,会加快双层地基的固结速率。 相似文献
3.
反滤回灌井的结构设计理论和方法 总被引：1，自引：0，他引：1
反滤回灌井是地下水库中一种有效的回灌设施,它由回灌井和回灌池组成,回灌池位于井口、具有反滤功能。介绍了反滤回灌井单井回灌量的计算方法,提出反滤回灌井结构设计的原则和方法。回灌池反滤结构应有两层,上部反滤层应能过滤回灌水中的杂质,选择较细的砂粒;下部反滤层应能防止上层反滤料通过井盖的孔口落入井内,选择较粗的砾类。从过流能力和水流流态的角度。对回灌池的外型进行了优化,探讨了回灌池池口和池底横截面面积的比例,提出应选择抛物线型竖向剖面,同时介绍了回灌池防淤和抗冲设计的方法。 相似文献
4.
Groundwater recharge is an important process for the management of both surface and subsurface water resources. The present study utilizes the application of analytical hierarchical process (AHP) on geospatial analysis for the exploration of potential zones for artificial groundwater recharge along Vaigai upper basin in the Theni district, Tamil Nadu, India. The morphology of earth surface features such as geology, geomorphology, soil types, land use and land cover, drainage, lineament, and aquifers influence the groundwater recharge in either direct or indirect way. These thematic layers are extracted from Landsat ETM+ image, topographical map, and other collateral data sources. In this study, the multilayers were weighed accordingly to the magnitude of groundwater recharge potential. The AHP technique is a pair-wise matrix analytical method was used to calculate the geometric mean and normalized weight of individual parameters. Further, the normalized weighted layers are mathematically overlaid for preparation of groundwater recharge potential zone map. The results revealed that 21.8 km2 of the total area are identified as high potential for groundwater recharge. The gentle slope areas in middle-east and central part have been moderately potential for groundwater recharge. Hilly terrains in south are considered as unsuitable zone for groundwater recharge processes. 相似文献
5.
The two-dimensional variably-saturated numerical model HYDRUS-2D, previously calibrated to recharge events from an infiltration basin, was used to predict water-table mounding under hypothetical basin design scenarios, and the primary factors that affect water-table mounding were evaluated. Infiltration basins are often utilized in urban environments to recharge stormwater to the aquifer. As a result of localized recharge beneath these basins, mound formation may reduce the thickness of the unsaturated zone available to filter pollutants and may reduce the infiltration rate of the basin. Understanding the effects of various physical factors on water-table mound formation is important for infiltration basin siting. For sandy loam and loamy sand subsurface materials, mound heights increased as the thickness of both the unsaturated and saturated zones decreased. Mound heights increased as the initial soil moisture, basin size and ponding depth increased. A thin sedimentation layer on the basin floor delayed mound formation, but only slightly decreased the maximum mound height. This analysis could be used in future selection of infiltration basin locations; however, the analysis is limited to conditions that represent only a select range of basin design conditions and parameters typical of a glacial till environment in Wisconsin, USA. 相似文献
6.
A numerical experiment has been applied to explore the potentialities and the limitations of the inversion of IP-affected TEM responses of a two-layer earth with a polarizable layer above (Model 1) or below (Model 2) a nonpolarizable layer. The IP effects have been incorporated into the models via a Cole–Cole complex frequency-dependent conductivity. One of us computed synthetic in-loop and coincident-loop transient responses with added Gaussian noise, and the other performed single and joint inversion of the two sets of pseudo-experimental data. Model 1 turns out to be advantageous over Model 2 in TEM applications and gives a good fit of the Cole–Cole parameters (chargeability, IP time constant, and exponent) even in the absence of a priori information. In the case of Model 2, the lack of a priori information causes problems as to recognize which layer is polarizable, and the fit of the Cole–Cole parameters is generally worse. The layer thicknesses and resistivities are rather accurate in both groups of models, irrespective of whether a priori information is available. As the upper layer increases in thickness (H1), the fit of its parameters ever improves in both models while the parameters of the lower layer, on the contrary, contain a greater error. Joint inversion of in-loop and coincident-loop transients improves the fit in most cases.Relative rms error (σrel) does not depend on the upper layer thickness for Model 1 but decreases as H1 increases in the case of Model 2. The error in joint inversion is times that in single inversion, which means that additional criteria other than σrel may be useful to estimate the inversion quality. 相似文献
7.
假定土体在固结过程中压缩性和渗透性的变化成正比,基于 - 及 - 关系,推导出饱和软土成层地基一维非线性固结解析解,分别给出了按沉降定义和按有效应力定义的每层土平均固结度及整个土层总固结度的计算公式。采用Fortran语言编制了相应的计算程序,将计算得到的结果与已有双层地基一维非线性固结解析解计算结果进行比较,验证该解析解的正确性。利用该程序分析成层地基一维非线性固结性状,分别讨论了初始竖向渗透系数、初始体积压缩系数、荷载值及土层厚度对地基固结性状的影响。分析结果表明：在成层地基一维非线性固结过程中,初始竖向渗透系数对超静孔压的影响较为复杂,对上下层地基固结速率影响不同;初始体积压缩系数增大,超静孔压增大,固结速率变小;所加荷载值越大,超静孔压消散越慢,固结发展越慢;超静孔压消散速率不仅取决于土层厚度,同时取决于各层土渗透性的相对大小。 相似文献
8.
陈崇希 《水文地质工程地质》2020,47(5):1-4
Dupuit（1863年）提出的模型是“圆岛状含水层稳定井流模型”,这个模型只有侧向湖海边界条件,而不涉及上边界降水入渗补给条件。因此,Dupuit模型只能在旱季用于地下水井流试验求取含水系统的参数,而不能够用于预测。文章发展Dupuit潜水井流模型,考虑地面均匀稳定入渗补给（蒸发排泄示为其负值）作用。以质量守衡原理为基础,假定渗流服从Darcy定律并满足Dupuit徦定,建立极坐标下的地下水流微分方程,再依边界条件建立相应的流量方程和水位方程。这些方程为具地面入渗补给条件下井流试验求取水文地质参数以及预测相应条件下地下水抽水的效果,提供了基础条件。讨论了引入Dupuit假定对本问题解析研究可以降维（略去z变量）带来好处的同时,在地下水分水岭附近及抽水井附近可能出现偏离Dupuit假定,建议在抽水试验求取含水层参数时,观测孔的部署要尽量回避这些区段。 相似文献
9.
M. M. Sherif A. M. Ebraheem M. M. Al Mulla A. V. Shetty 《Environmental Earth Sciences》2018,77(11):412
In this study, the first groundwater recharge map for United Arab Emirates (UAE) was developed using the recharge potential and water table fluctuation methods. Recharge potential estimates were made using information about infiltration rate, soil type, ground slope, geological and hydrogeological factors, and the availability of rainfall harvesting infrastructure and were validated by measurements of water table rise in alluvial aquifers in wadis. Based on this information, the total recharge in the UAE is estimated to be about 133 million cubic meters per year (MCM/year). Annual recharge rates are calculated to vary between 1 and 28% of precipitation in the different regions of UAE depending on several natural and manmade parameters including, among others, recharge enhancing infrastructure. Estimates from the two methods are 98% in agreement; which suggests that the recharge potential method is suitable for estimating aquifer’s recharge in UAE and arid regions. The water table fluctuation method was found to be more suitable for assessing recharge through gravel plains and wadis in mountainous areas. 相似文献
10.
A. Lawrence D. Gooddy P. Kanatharana W. Meesilp V. Ramnarong 《Hydrogeology Journal》2000,8(5):564-575
Many cities and towns in South and Southeast Asia are unsewered, and urban wastewaters are often discharged either directly
to the ground or to surface-water canals and channels. This practice can result in widespread contamination of the shallow
groundwater. In Hat Yai, southern Thailand, seepage of urban wastewaters has produced substantial deterioration in the quality
of the shallow groundwater directly beneath the city. For this reason, the majority of the potable water supply is obtained
from groundwater in deeper semi-confined aquifers 30–50 m below the surface. However, downward leakage of shallow groundwater
from beneath the city is a significant component of recharge to the deeper aquifer, which has long-term implications for water
quality. Results from cored boreholes and shallow nested piezometers are presented. The combination of high organic content
of the urban recharge and the shallow depth to the water table has produced strongly reducing conditions in the upper layer
and the mobilisation of arsenic. A simple analytical model shows that time scales for downward leakage, from the surface through
the upper aquitard to the semi-confined aquifer, are of the order of several decades.
Electronic Publication 相似文献
11.
以回灌过程中渗透系数衰减模型为基础,推导了不同回扬次数的渗透系数解析表达式;将其应用于Theis公式,获得了考虑渗透系数衰减以及暂时性堵塞率条件下回灌与回扬物理过程中含水层压强的解析表达式,更准确地刻画了回灌与回扬的物理机制。计算结果表明：在连续回灌不回扬过程中,井内灌压增长符合指数曲线特征,而采取回扬措施后,由指数连续上升转变为间断式阶梯上升;回扬次数越多,灌压下降越明显,但灌压变化幅度随回扬次数的递增而减小。根据解析解定义的两种堵塞率的结果,可以实现利用实验判断不同成分回灌水源对含水层堵塞机理的分析,从而达到科学制定回灌水源标准的目的。 相似文献
12.
Hamza Jerbi 《Hydrogeology Journal》2018,26(7):2395-2409
In a stream–aquifer system, adequate knowledge of the aquifer hydraulic parameters is paramount for the analysis of groundwater/surface-water interaction. In such systems, analytical flood-wave response models are commonly used to assess these parameters. However, when an important means of direct recharge (precipitation) occurs simultaneously with the stream flood waves, the classical flood-wave response model (i.e. when only stream flood waves are considered as an input signal) leads to overestimated and variable values of the aquifer hydraulic parameters. In this study, an analytical flood-wave response model was implemented to determine hydraulic parameters of the Merguellil alluvial aquifer (central Tunisia) taking into account the recharge rate as a second input signal. An array of three piezometers and a river-stage gauge equipped with an automated Diver data logger were installed in the floodplain of the Merguellil Wadi. The results showed a good agreement between the observed and modelled hydrographs when the recharge rate was considered, which allows the model to provide the same value of diffusivity (50–70 m2 h?1) in the three piezometers and for all flood events being tested. However, when the recharge rate was not taken into account, the model gave an overestimated diffusivity with a very poor hydrograph match. Overall, the methodology described in this paper can be applicable to any area in the world because of its simplicity and its better estimation of aquifer hydraulic parameters. 相似文献
13.
A methodology for making initial estimates of groundwater recharge from groundwater vulnerability mapping 总被引：1，自引：1，他引：0
Recharge to an aquifer can be estimated by first calculating the effective rainfall using a soil moisture budgeting technique, and then by applying a recharge coefficient to indicate the proportion of this effective rainfall that contributes to groundwater recharge. In the Republic of Ireland, the recharge coefficient is determined mainly by the permeability and thickness of the superficial deposits (subsoils) that overlie the country’s aquifers. The properties of these subsoils also influence groundwater vulnerability, and a methodology has been developed for determining the recharge coefficient using the groundwater vulnerability classification. The results of four case studies have been used to develop a quantified link between subsoil permeability, aquifer vulnerability, recharge and runoff. Recharge and runoff coefficients are each classed into three groupings: high, intermediate and low. A high recharge coefficient equates to a low runoff coefficient, and vice versa. A GIS-based tool enables preliminary estimates of recharge to be made using these recharge coefficient groupings. Potential recharge is calculated as the product of effective rainfall and recharge coefficient. The actual recharge is then calculated taking account of the ability of the aquifer to accept the available recharge. The methodology could be applied to other temperate climate zones where the main aquifers have a substantial covering of superficial deposits. 相似文献
14.
A point count index method using a well drillers log and field measurements has been developed following the DRASTIC and SINTACS procedures to map and evaluate the vulnerability of a coastal plain aquifer to surface and near surface contamination. The input parameters with the acronym CALOD include clay layer thickness (C), aquifer media character (A), lateritic layer thickness (L), overlying layer character (O) and the depth to groundwater level (D). The CALOD vulnerability potential index (CALOD index) is computed as the sum of the products of weights and ratings assigned to each of the input parameters. The CALOD index, varying between 15 and 75, is divided into four classes: high (>60), high-medium, (40–60), low-medium (20–40) and low (<20). The CALOD index is then used to produce a vulnerability potential map for the area. From the map, areas of high, high-medium and medium-low are consistent with the upper gravelly aquiferous zone while areas of medium-low and low are restricted to the deeper lower sandy aquiferous layer. The most important parameters affecting groundwater vulnerability to pollution in coastal areas include saturated thickness of the aquifer, depth to groundwater level, lateritic layer thickness and the aquifer media character. The concentration of some chemical pollution indicators (electrical conductivity, K, NO3, Cl and metal load) are relatively higher for the highly vulnerable shallower upper gravelly unit in comparison to the less vulnerable deeper sandy unit. This method is very suitable for coastal plain sand aquifers especially, where data is scare. 相似文献
15.
Integrating GIS and DSS for identification of suitable areas for artificial recharge,case study Meimeh Basin,Isfahan, Iran 总被引：12，自引：0，他引：12
Flood spreading is an inexpensive method for flood mitigation and artificial recharge of aquifers that results in a large budget return for relatively small investment.It is necessary to study some regional characteristics in order to determine the appropriate areas for artificial groundwater recharge by flood spreading in Meimeh Basin, Isfahan Province, Iran. Necessary regional characteristics to be studied are: slope, infiltration rate, sediment thickness, transmissivity, and water quality. In this research to identify suitable areas for artificial recharge several thematic layers were prepared, assigning each layer to one of the mentioned characteristics. The thematic layers were classified to several classes based on the existing criteria. All of the classes of the thematic layers were integrated and analyzed using a decision support system (DSS) in a geographical information system (GIS) environment. Finally suitability of the integrated classes for artificial recharge was identified in which the following classes were separated:(i) Very suitable, (ii) suitable, (iii) moderate suitability, and (iv) unsuitable.The validity of the generated model was verified by applying the model to a number of successful floodwater spreading stations throughout Iran. The verified model showed satisfactory results for all of the stations. The results for Meimeh Basin showed that about 70% of the Quaternary sediments in the studied area are suitable and moderately suitable for artificial recharge by flood spreading. 相似文献
16.
C. Di Salvo E. Di Luzio M. Mancini M. Moscatelli G. Capelli G. P. Cavinato R. Mazza 《Hydrogeology Journal》2012,20(8):1549-1567
A preliminary hydrostratigraphic model of the city of Rome (Italy) was completed through the analysis of geological and hydrogeological data, and by using geographic information system (GIS)-based operations. The complex lithostratigraphic setting of a local Quaternary volcano-sedimentary multilayer was simplified into hydrostratigraphic complexes considering textural properties of terrains and hydraulic conductivity values. The Tiber River Valley, in the middle of the urban area, was analyzed separately from the surrounding areas. GIS tools were used in a multiple-step procedure to reconstruct the geometry of bounding surfaces of the main hydrostratigraphic complexes. Particular care was given to the characterization of a confined gravelly aquifer lying at the base of the upper Pleistocene?CHolocene alluvium that fills the Tiber Valley. Updated isobaths and thickness maps of this layer were produced. Three-dimensional reconstruction identifies areas of potential recharge between the alluvium aquifer and the surrounding hydrostratigraphic complexes. In the central sector of the city, the gravel deposits are laterally confined by a thick aquitard corresponding to the Pliocene clayey bedrock of the city; in contrast, a potential recharge area can be hypothesized in the northern areas, where the upper Pleistocene?CHolocene valley cross cuts the Paleotiber Graben, filled with older and highly permeable gravels and clays. 相似文献
17.
地下水人工回灌可以高效地利用雨季丰沛的水量来缓解地下水过量开采造成的海水入侵、泉水断流等环境水文地质问题,但回灌堵塞一直是制约人工回灌效率的关键问题。针对雨洪水回灌携带的大量气泡问题,设计室内砂柱试验模拟装置,利用曝气水进行人工回灌,定时记录试验过程中测压管读数及出流流量,利用达西定律计算各层渗透系数,研究气相堵塞的发展过程和规律。结果表明:回灌过程中由于气相堵塞导致含水层渗透系数随时间呈指数衰减,气相堵塞主要发生在介质浅表层（0~30 cm）,且随时间有向下发展的趋势,堵塞速率随深度的增加逐渐减小,在回灌过程中适时停灌进行排气有利于减小气相堵塞对回灌效率的影响。 相似文献
18.
大陆岩石圈有效弹性厚度与有关地球物理参数的关系--以泉州-黑水地学断面为例 总被引：1，自引：0，他引：1
大陆岩石圈有效弹性厚度(Te)是反映岩石圈综合强度的参数,它反映了岩石圈的整体特征。分析岩石圈有效样性厚度与反映深部地质特征的有关地球物理参数之间的关系,对研究控制Te的因素、各因素之间的关系以及探索大陆构造与大陆动力学等具有重要意义。泉州一黑水地学断面Te与地壳厚度、热岩石圈厚度、均衡重力异常、磁性构造层底面深度、上地幔低速层顶界面深度、上地幔低阻层顶面深度之间的关系研究表明：Te与大地热流关系密切的“热”地球物理参数磁性构造层底面深度、热岩石圈厚度相关性好;与地壳厚度有一定的相关性;上地幔低速层顶界面深度和上地幔低阻层顶面深度与大陆岩石圈Te相关性均较差。 相似文献
19.
Settlement of the surrounding soil due to surcharge placement may give rise to negative skin friction developed in piles. In this paper, a simple discrete element approach using subgrade reaction method is proposed to analyse negative skin friction on single piles. The pile is embedded in a two-layer soil where the upper soil layer undergoes consolidation while the lower soil layer acts as a stiffer bearing stratum. Two different and uncoupled deformation modes, one at the pile shaft and the other at the pile toe have been assumed in the determination of the soil stiffness. The effects of a compressible bearing stratum and embedment length of the pile in the bearing stratum are considered in the analysis. This simple approach is verified by comparison with rigorous methods of modelling the soil as an elastic continuum. Three reported case histories are analysed and the computed results are shown to be in reasonable agreement with the field measurements. 相似文献
20.
地下水人工回灌过程中多孔介质悬浮物堵塞实验 总被引：3，自引：1，他引：2
地下水人工回灌技术的发展与推广常因其回灌过程中物理、化学及生物作用产生的入渗介质堵塞现象而受到严重制约。针对堵塞现象中最常见且最主要的悬浮物堵塞问题,采用室内模拟实验方法,通过将悬浊水连续注入均质的石英砂柱中,来刻画多孔介质中悬浮物堵塞的现象及发生的过程,并分析其发展规律,同时量化计算了堵塞速率。实验结果表明：回灌15 h左右表层介质渗透系数开始降低,即堵塞在表层开始发生,并随时间增加不断向深部发展;连续回灌100 h后表层渗透系数趋于稳定,进入介质内部悬浮物的量减少,内部堵塞发展也趋于稳定,此时堵塞主要在入渗深度10 cm左右的范围内。计算不同堵塞层的堵塞速率λ:表层0～1 cm的λ最大,为0.038 3 h-1,λ随入渗深度增加而减小。对于介质整体的渗透性而言,其降低明显滞后于表层介质,但随时间发展主要受堵塞层的控制。 相似文献