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1.
本研究通过设有黏性土透镜体的二维砂槽中开展重非水相液体(DNAPL)入渗运移试验,采用电阻率成像法(ERT)探讨DNAPL在非均质多孔介质中的运移分布规律.试验过程中利用电阻率成像系统进行动态监测,采集电压电流数据后得到相应的电阻值并将其转换为视电阻率值,运用Surfer软件处理数据进而获取DNAPL运移过程的相对电阻率变化分布图像.结果表明,相对电阻率值随着污染物浓度的增加而不断增大,不同时刻相对电阻率变化分布图像与DNAPL的运移过程相对应,可以清晰圈定出DNAPL的运移路径及分布范围;DNAPL在入渗过程中受到重力作用与毛细力的控制,以垂向运移为主,在遇到黏土透镜体时出现明显横向运移,绕过透镜体继续向下入渗最后聚积在砂槽底部.本研究为进一步丰富对DNAPL污染物在实际环境条件下运移机理和分布特征的认识,制定可行的DNAPL污染物治理方案等方面具有重要的科学价值. 相似文献
2.
《中国科学:地球科学》2017,(11)
河水-地下水交互带对河流和地下水水质保护具有重要作用.为研究河水-地下水侧向交互带中交互流的运动机制,以重庆市马鞍溪为研究对象,选取旱季2015年12月至2016年4月为研究期,对河水、交互带及地下水的水位、水温、pH、Cl-进行监测,结合对交互带沉积物渗透系数、水体氢氧稳定同位素和溶解有机碳浓度的分析.结果表明,沉积物渗透系数对交互带水位变化及交互流运动有重要的影响,使得交互流在距河岸10cm附近易受降水下渗及蒸散发的影响.研究期间以地下水补给河水为主,地下水在补给过程中对交互流的影响逐渐减弱.交互流在距河岸30cm附近仍以受地下水影响为主,地下水运动至距河岸10~30cm后与降水、河水的混合作用增强,水分受沉积物质地影响在距河岸10cm附近富集,并通过交互流不断补给河流,从而对河水水质造成潜在影响. 相似文献
3.
以青藏高原查拉坪地区一处热融湖塘(40 m×50 m,最大深度为1 m)为研究对象,由实测数据对比分析了热融湖塘与天然地表相同深度的温度变化特征.结果表明:与天然地表相比,热融湖塘融化时间长,冻结时间短,且存在接近4℃的水温变化;受太阳辐射及热对流的影响,垂向水温梯度仅在水表从4℃降温及冻结阶段较大,其余时段接近0;湖底年均温度比相同深度的天然地表高约6.4℃,湖底下部存在约14 m深随时间发展的融区,土体吸热增大,放热减小;热融湖塘2.5~3.0 m土体的年内热交换为19592.0 k J/m2,约是天然地表的230倍,其中吸热量及放热量分别为后者的1.4倍及8.7%.湖塘下部的融化夹层是深层冻土的主要热源,湖塘对下部土体放热的抑制作用是湖塘对土体产生热影响的主要原因. 相似文献
4.
5.
为研究强地震作用下,桥台及台后土体对斜交连续梁桥抗震作用的影响。以一座三跨连续斜交箱梁桥为依托,应用sap2000建立不同斜度的模型,针对有、无桥台两种工况,采用非线性时程分析方法,研究了纵向不同地震动强度输入下,桥台及台后土体作用对不同斜度的连续梁桥主梁和桥墩位移的影响规律,并对桥墩的延性性能进行分析。研究结果表明:桥台及台后土体的存在会抑制主梁的纵向位移,大大增加主梁梁端的横向位移,地震动幅值越大,这种作用越明显;桥台及台后土体作用会减小墩顶纵向位移和墩底纵向弯矩,降低桥墩纵向位移延性需求,提高桥墩纵向安全性,斜交角越大,该影响效果越小;桥台作用对桥墩的横向反应几乎无影响。建议在桥梁抗震设计时应考虑桥台以及台后土体的作用,并针对不同斜度的连续梁桥采取相应的抗震措施,以提高其抗震性能。 相似文献
6.
巴丹吉林沙漠湖泊水分补给机制的模拟——以苏木吉林湖区为例 总被引：1，自引：0，他引：1
巴丹吉林沙漠气候干旱,蒸发强烈,与之形成鲜明对比的是沙漠腹地湖泊群的长久不衰,目前对于湖泊水分的补给来源仍存在争议.本文以水量均衡为基础,在苏木吉林湖区开展了降水、蒸发及湖水位和地下水位的动态监测,结合已有的水文地质资料建立地下水流动三维模型,重现湖区地下水位的季节动态变化,并基于模型进行水均衡分析.结果表明:苏木吉林湖区降水入渗补给量不足以平衡湖泊蒸发量,湖泊需要深层承压水的越流补给;湖水位和地下水位均呈现正弦曲线形态,11月最低,4月达到峰值,水位变幅分别为22和18 cm;湖区地下水多年平均总补给量为11620 m3/d,其中降水和承压水越流分别约占13%和87%,降水补给量夏季高、冬季低,承压水越流补给量季节变化不明显;承压水越流补给量可能主要来源于沙漠周边山区降水,未发现明显的水量亏空需要断裂导水来弥补.研究结果为巴丹吉林沙漠地下水资源分析及合理利用提供科学依据. 相似文献
7.
基于饱和-非饱和渗流理论,综合考虑降雨入渗引起土体重量增加、渗透力增大以及抗剪强度降低等因素的影响,建立降雨条件下震后高边坡有限元模型,运用自编计算程序USLOPE-FEM进行稳定性分析。研究结果表明:未降雨之前,坡体塑性应变主要集中分布于松散堆积体下部与基岩分界面,边坡已经接近临界平衡状态;降雨量20mm/h时连续入渗使边坡上部土层含水量增加,负压区消失且出现饱和区;随着降雨时间延长,坡体表层暂态饱和区逐渐向内部推移,土体的重量和渗透力显著增大、抗剪强度明显降低,坡体中剪应力整体增大,塑性应变区向坡顶扩展而逐渐贯通;连续降雨6h后,临空面表层出现局部滑塌,连续降雨36h后整个堆积层将沿基岩滑塌逐步堵江。研究成果可为强降雨条件下边坡安全性评价提供参考,也为该边坡的失稳预警与滑坡防治积累资料。 相似文献
8.
持续降雨是边坡发生失稳破坏的主要诱因之一,基于饱和—非饱和渗流理论,对梅州市大埔县某边坡的渗流场进行模拟,研究在不同降雨工况下该边坡土体体积含水率的时空变化规律。研究结果表明:相同条件下,降雨强度越大(降雨历时越长),边坡表层土体体积含水率变化越大;降雨强度60 mm/d历时1 d的暴雨对边坡表层土体体积含水率的增幅作用存在着一定的滞后性,其余工况未表现出滞后现象;降雨强度为120mm/d和300 mm/d的两种工况各研究点任意时段体积含水率较为接近;当降雨强度达到60 mm/d以上时,边坡内部体积含水率空间变化主要受降雨历时影响,降雨历时越长,降雨入渗深度和体积含水率变化越大。 相似文献
9.
为研究打桩荷载作用下自由场土体振动衰减规律，建立了考虑桩-土相互作用的二维有限元数值模型，并通过Lamb问题解析解验证了数值模型的有效性。通过分析打桩深度、土体阻尼比、打桩荷载等级和土质条件等因素的影响，研究了土体表面振动特性及振动衰减规律。参数分析表明，打桩深度对微振动的影响较小，在距振源一定距离处的土体表面振动响应基本保持一致；土体阻尼比对土体表面振动的影响显著，阻尼比越小，土体表面振动响应越剧烈；不同场地软硬条件影响微振动的限制距离，在一定距离范围内，土质越软，土体表面振动响应越显著，防振距离越长。基于参数分析结果，对峰值速度衰减曲线进行拟合，拟合公式计算结果与模拟结果较吻合，可为振动敏感建筑场地的选择提供参考。 相似文献
10.
《中国科学:地球科学》2017,(4)
在全球高差最大的巴丹吉林沙漠发现了沙山斜坡上的表层径流物理沉积及化学沉积、沙山洼地罕见的地表超渗径流和沙山底部泉水溪流.根据电镜观察、能谱分析、入渗实验、含水量测定和粒度分析等资料,研究了表层径流化学沉积物的矿物和化学组成、物理沉积物的粒度组成、沙山区水分平衡、大气降水对地下水与湖水的补给条件和补给机制.超渗径流与表层径流的存在表明,该区存在能够为地下水提供补给来源的较强有效降雨过程.各种表层径流物理沉积与化学沉积、泉水溪流、超渗径流与含量为3~6%的重力水等8项科学证据十分可靠地从深层次上证明,该区降水通过入渗达到了沙山的底部,已经对地下水构成了补给.新生方解石和石膏等径流化学沉积物和灰黑色物理沉积物以及径流沉积扇形地演化的阶段性均指示该区大气降水对地下水的补给不是偶然的降水事件造成的,具有长期补给性.细粒层的隔水性是该区地下径流出露于地表的原因.沙山区具有一定有效降水能够提供水分补给源、沙层的高入渗率能够将大气降水快速转化沙层水、植被稀少蒸腾量少、沙层受蒸发影响深度小降低了蒸发对水分的消耗、沙层含有运移较快的重力水是该区水分出现正平衡和大气降水能够补给地下水的5个因素,这5个因素的共同作用构成了该区大气降水向地下水的补给机制,为地下水和湖泊提供了水分补给来源.本文对国内外沙漠区水循环、地下水补给条件、补给动力和补给机制的研究具有重要参考意义. 相似文献
11.
Soil air permeability plays a decisive role in the effectiveness of soil vapour extraction (SVE) for the removal of volatile organic contaminants (VOCs) from soil. The objective of this work is to study the change of the soil air permeability during continuous venting and removal of contaminant from a polluted soil. SVE pilot experiments were conducted to investigate the interaction of soil air permeability with total liquids saturation. Oppositely to previous studies, air permeability was measured by fitting pressure data measured in a 3D laboratory venting pilot to an analytical airflow solution. The experimental correlation was compared with two different correlations published previously. A difference was observed between measured and calculated air relative air permeabilities especially for low water saturation degrees. The importance of the correct estimate of relative permeability was then illustrated by comparing vacuums and streamlines calculated using measured permeability and permeability values estimated with the two correlations tested here. Results show that an inappropriate assessment of relative permeability may engender significant errors in designing an SVE system. The second part of this work reports on the influence of air permeability change on the prediction capability of an SVE mathematical model. A significant difference between simulated breakthrough curves, estimated using firstly the relationship established experimentally and secondly the two other correlations, was observed. These results lead us to say that inadequate characterization of the air permeability change may generate significant errors in removal rate and closure time estimates. 相似文献
12.
Factors affecting sediment trapping in vegetated filter strips: simulation study using VFSMOD 总被引：1，自引：0，他引：1
Majed Abu‐Zreig 《水文研究》2001,15(8):1477-1488
Soil and water conservation practices have been promoted for a long time, in order to sustain agricultural activities and prevent environmental pollution. Vegetated filter strips (VFS) have been used to reduce sediment pollution into water bodies at or near the pollutant source. However, factors effecting VFS performance under natural conditions have not been well understood owing to the physical, time and financial limitations of field experiments. The use of well‐validated simulation models to understand the performance of VFS and factors affecting sediment deposition is highly justified. The objective of this research is to investigate sediment trapping in VFS and to study various factors affecting VFS performance using the simulation model VFSMOD, which was developed by researchers at University of North Carolina. Recently, VFSMOD has been validated successfully by using 21 filters with varying length, slope and vegetated cover. A wide range of five parameters was selected for the simulations, namely filter length, filter slope, manning roughness coefficient, soil type and characteristics of incoming sediment from adjacent fields. Computer simulations revealed that the length of filter is the most significant factor affecting sediment trapping in VFS. The relative increase in trapping efficiencies was not linearly related to an increase in filter length. Inflow sediment class also has a major influence on sediment trapping in VFS. The trapping efficiency of clay sediments in a 15 m length VFS was 47% compared with 92% for silt from incoming sediment. Manning roughness coefficient had a moderate effect on sediment trapping and was more significant in short filters. Land slope and soil type of VFS had a minor influence on the performance of VFS. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
13.
A fully coupled thermal–hydraulic–mechanical–chemical (THMC) model was proposed to describe the migration of volatile organic contaminations (VOCs) in unsaturated landfill liners. The vertical soil stress, capillary pressure, air pressure, temperature increase, and solute concentration were selected as the primary variables. Finite deformations were described using Lagrangian coordinates. Non-isothermal moisture transport was found to be dependent on both the temperature gradient and the concentration of the VOCs. The VOCs were assumed to exist and be transported in three phases in the soil: solid, liquid, and gas. An illustrative example of an unsaturated landfill with a compacted clay liner was presented. For the case considered, the transport of gas phase VOCs was found to dominate the migration progress. Moreover, the temperature gradient can accelerate the breakthrough of VOCs in an unsaturated liner, while the mechanical consolidation slowed down the motion of the VOCs. 相似文献
14.
Sanghcul Lee Gregory W. McCarty Glenn E. Moglen Megan W. Lang Ali M. Sadeghi Timothy R. Green In‐Young Yeo Martin C. Rabenhorst 《水文研究》2019,33(2):305-315
Ecosystem services provided by depressional wetlands on the coastal plain of the Chesapeake Bay watershed (CBW) have been widely recognized and studied. However, wetland–groundwater interactions remain largely unknown in the CBW. The objective of this study was to examine the vertical interactions of depressional wetlands and groundwater with respect to different subsurface soil characteristics. This study examined two depressional wetlands with a low‐permeability and high‐permeability soil layer on the coastal plain of the CBW. The surface water level (SWL) and groundwater level (GWL) were monitored over 1 year from a well and piezometer at each site, respectively, and those data were used to examine the impacts of subsurface soil characteristics on wetland–groundwater interactions. A large difference between the SWL and GWL was observed at the wetland with a low‐permeability soil layer, although there was strong similarity between the SWL and GWL at the wetland with a high‐permeability soil layer. Our observations also identified a strong vertical hydraulic gradient between the SWL and GWL at the wetland with a high‐permeability soil layer relative to one with a low‐permeability soil layer. The hydroperiod (i.e., the total time of surface water inundation or saturation) of the wetland with a low‐permeability soil layer appeared to rely on groundwater less than the wetland with a high‐permeability soil layer. The findings showed that vertical wetland–groundwater interactions varied with subsurface soil characteristics on the coastal plain of the CBW. Therefore, subsurface soil characteristics should be carefully considered to anticipate the hydrologic behavior of wetlands in this region. 相似文献
15.
Simulations of water movement and solute transport through different soil texture configurations under negative‐pressure irrigation 
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下载免费PDF全文 This study examined the effects of different soil texture configurations on water movement and solute transport to provide a reliable scientific basis for the application of negative‐pressure irrigation (NPI) technology. HYDRUS‐2D was used to analyse water movement and solute transport under NPI. The main results are as follows: (a) HYDRUS‐2D can be used to simulate water movement and solute transport under NPI, as there was good agreement between the simulated and measured values for water contents, NaCl concentrations, cumulative water infiltration, and wetting distances in the horizontal and vertical directions; the Nash–Sutcliffe efficiency coefficients were in the range of 0.94–0.97. (b) Layered soils have obvious effects on water movement under NPI. With the emitter position in the loam layer, when a coarse texture of loamy sand was present below the loam layer (namely, L‐LS), irrigation water accumulated in the topsoil, and this led to an increase in evaporation compared with the homogeneous loam profile. However, fine texture silty loam or silty clay loam layers beneath the loam layer (namely, L‐SiL or L‐SiCL, respectively) was more conducive to water infiltration into the lower layer, and this increased the amount of water infiltration and simultaneously reduced the surface evaporation effectively. (c) Layered soils have obvious effects on solute transport under NPI, and salt accumulation will readily occur in the clay‐rich soil layer at the interface. The maximum soil salt accumulation of L‐LS occurred above the soil interface between the two soil layers with a value of 21.80 g/kg; however, for L‐SiCL and L‐SiL, the maximum salt accumulation occurred below the soil interface between the two soil layers, with values of 23.80 g/kg and 20.08 g/kg, respectively. (d) Interlayered soils showed remarkable changes in the water infiltration characteristics and salt‐leaching intensities under NPI, and the properties for the soil profile with a silty loam interlayer were better than those for the soil profile with a silty clay loam interlayer. The soil profile with a loamy sand interlayer had the lowest amount of water infiltration, which resulted in reductions of the salt‐leaching intensities. Thus, NPI is clearly not suitable for loamy sand soil. Overall, the results demonstrated that soil texture configurations affected water movement and solute transport under NPI. Therefore, careful consideration should be given to the use of NPI to achieve target soil water and solution conditions and reduce water loss. 相似文献
16.
工程中所遇到的土体大多数以非饱和土形态存在。以海南地区的特殊土红粘土为研究对象,在对其进行土—水特性研究的基础上,认为Van Genuchten模型较好地反映了海南红粘土饱和度与基质吸力的关系。结合Bishop提出的非饱和土的有效应力表达式,分析了降雨及蒸发下地裂缝的发展机制。通过数值算例发现,在非饱和土中,静止土压力系数不再保持不变,而是随着深度和稳定流流量的变化而变化,与饱和土中的静止土压力系数的性质有很大不同,这在工程实际中对支挡结构的设计具有重要的指导意义;在非饱和土中,由于静止土压力系数存在负值,容易产生地裂缝,且在蒸发条件下,最大地裂缝深度理论上比在无渗流和降雨条件下的大。 相似文献
17.
The study investigated the processes involved in metolachlor transport in two artificially drained, structured soils in eastern France. Measured losses of bromide and metolachlor in drainage water were compared with results simulated by the mechanistic, stochastic AgriFlux model. Simulated drainage water volumes were generally similar to the measured volumes when the spatial variability of the soil water properties was taken into account. When such variability was disregarded, cumulative water volumes of the clay soil were over- or underestimated by more than 20%. Two types of adsorption were tested. For instantaneous, reversible adsorption, using the partition coefficient Koc, metolachlor losses were underestimated in the first drainage water volumes and overestimated for the total study period. The use of slow adsorption and desorption kinetics (ADK) produced an export pattern similar to the observed one. A sensitivity analysis indicated that the simulated results are very sensitive to the values of the ADK rates, especially for the silty loam soil. The effect of ADK on the attenuation of metolachlor exports was more significant than the effect of degradation (2.3 and 6.7 times higher for the clay and silty loam soils, respectively). For the same four-month period, the bromide and metolachlor losses (using ADK) in the clay soil were 2.1 and 1.3 times greater, respectively, if the macroporosity was set at 10% than if it was not simulated. Conversely, macroporosity did not significantly affect these losses in the silty loam. The main factors involved in the metolachlor transport in the studied soils were: (i) the macroporosity, especially in the clay soil because of the low hydraulic conductivity of the matrix and (ii) the sorption kinetics rates which varied according to the soil physico-chemical characteristics. 相似文献
18.
Ozgur Bozkurt Kelly G. Pennell Eric M. Suuberg 《Ground Water Monitoring & Remediation》2009,29(1):92-104
This paper presents model simulation results of vapor intrusion into structures built atop sites contaminated with volatile or semivolatile chemicals of concern. A three-dimensional finite element model was used to investigate the importance of factors that could influence vapor intrusion when the site is characterized by nonhomogeneous soils. Model simulations were performed to examine how soil layers of differing properties alter soil-gas concentration profiles and vapor intrusion rates into structures. The results illustrate difference in soil-gas concentration profiles and vapor intrusion rates between homogeneous and layered soils. The findings support the need for site conceptual models to adequately represent a site's geology when conducting site characterizations, interpreting field data, and assessing the risk of vapor intrusion at a given site. For instance, in layered geologies, a lower permeability and diffusivity soil layer between the source and building often limits vapor intrusion rates, even if a higher permeability layer near the foundation permits increased soil-gas flow rates into the building. In addition, the presence of water-saturated clay layers can considerably influence soil-gas concentration profiles. Therefore, interpreting field data without accounting for clay layers in the site conceptual model could result in inaccurate risk calculations. Important considerations for developing more accurate conceptual site models are discussed in light of the findings. 相似文献
19.
Jos C. van Dam 《水文研究》2000,14(6):1101-1117
Single domain models may seriously underestimate leaching of nutrients and pesticides to groundwater in clay soils with shrinkage cracks. Various two‐domain models have been developed, either empirical or physically based, which take into account the effects of cracks on water flow and solute transport. This paper presents a model concept that uses the clay shrinkage characteristics to derive crack volume and crack depth under transient field conditions. The concept has been developed to simulate field average behaviour of a field with cracks, rather than flow and transport at a small plot. Water flow and solute transport are described with basic physics, which allow process and scenario analysis. The model concept is part of the more general agrohydrological model SWAP, and is applied to a field experiment on a cracked clay soil, at which water flow and bromide transport were measured during 572 days. A single domain model was not able to mimic the field‐average water flow and solute transport. Incorporation of the crack concept considerably improved the simulation of water content and bromide leaching to the groundwater. Still deviations existed between the measured and simulated bromide concentration profiles. The model did not reproduce the observed bromide retardation in the top layer and the high bromide dispersion resulting from water infiltration at various soil depths. A sensitivity analysis showed that the amounts of bromide leached were especially sensitive to the saturated hydraulic conductivity of the top layer, the solute transfer from the soil matrix to crack water flow and the mean residence time of rapid drainage. The shrinkage characteristic and the soil hydraulic properties of the clay matrix showed a low sensitivity. Copyright © 2000 John Wiley & Sons, Ltd. 相似文献
20.
Evidence for the functioning of macropores and the presence of preferential flow in forest soils is equivocal. This is partly because many workers use only one diagnostic technique to indicate whether or not macropore flow occurs. In this paper three lines of evidence are used to suggest that preferential flow does not occur in the percolating waters of a coniferous forest soil under the range of hydrological conditions that prevail in the field. To simulate field conditions, realistic rainfall intensities were used in conservative solute transport experiments on four undisturbed soil columns. A method is described in which breakthrough data can be used to calculate the percentage of antecedent water displaced from a soil column during frontal-type breakthrough experiments. Calculations based on this method using the experimental data show that as little as five percent of the antecedent water was immobile. The simple form of the functional advection–dispersion equation, based on a single value for linear velocity and the dispersion coefficient was fitted to two of the breakthrough curves with reasonable accuracy, further suggesting that preferential flow did not occur in the experiments. Finally, soil moisture characteristic curves were determined for replicate soil samples from the forest soil. The operational water contents of the columns during the breakthrough experiments were compared with the soil moisture characteristics and it was found that pores exerting pressure heads greater than −0·5 kPa did not appear to contribute to flow through the columns, again suggesting an absence of preferential flow. © 1997 by John Wiley & Sons, Ltd. 相似文献