共查询到20条相似文献，搜索用时 15 毫秒
1.
土中石油污染物具有不稳定性,随环境改变易向周边发生二次迁移,危及周围土体和水体。本文以滨海地区石油污染盐渍土为研究背景,考虑污染强度、石油污染物在土中的存留时间、土体密度为变量参数,探索即时淋滤和过时淋滤条件下土中石油污染物的二维向迁移规律。研究结果表明:即时淋滤条件下,石油污染物强度越大,其在盐渍土中迁移的越深,最大迁移深度为6 cm。干密度（1.2~1.4g ·cm-3）对盐渍土中石油污染物迁移深度的影响较小,但干密度越大,土体对石油污染物的截留能力越强,相同深度处石油污染物的浓度越低。在水平方向,污染强度越大,密度越大,石油污染物在土体中沿半径方向浓度递减幅度越大;过时淋滤条件下,石油污染物在竖直方向的迁移规律与即时条件下相似,但表层盐渍土对石油的截留能力更强,其在盐渍土中迁移的最大深度为4 cm,土体对石油类污染物的最大截留率为99.98%。在水平方向,污染强度越大,密度越小,石油污染物在土体中沿半径方向浓度递减幅度越大;盐渍土对石油污染物具有一定的吸附性,增大密度有利于提高吸附的稳定性。 相似文献
2.
Igor Bogunovic Darija Bilandzija Zeljko Andabaka Domagoj Stupic Jesús Rodrigo Comino Marija Cacic Luka Brezinscak Edi Maletic Paulo Pereira 《Arabian Journal of Geosciences》2017,10(15):340
The use of machinery in vineyards is increasing soil compaction and erosion. However, there is a lack of information about the impacts of different management practices on soil conditions of vineyards. Therefore, the aim of this study was to assess soil compaction in Croatian vineyards under four different management systems: no-tillage (NT) system, conventional tillage (CT), yearly inversed grass covered (INV-GC) and tillage managed (INV-T) treatments. Four key top-soil (0–20 cm) parameters were assessed in the different land uses: bulk density (BD), penetration resistance (PR), soil water content (SWC) and carbon dioxide (CO2) fluxes. Tractor traffic increased the BD and PR in all treatments, with exception of CT treatment, as consequence of tillage. SWC showed higher values in INV-GC treatment during the dry period; meanwhile, it was similar during the wet season in every management type. Lower CO2 fluxes were found in INV-GC and NT than in the CT and INV-T treatments. 相似文献
3.
Dynamic penetrometers have been used for offshore oil and gas industry applications such as pipeline feasibility studies and anchoring systems, and military applications including naval mine countermeasures and terminal ballistic studies. The main challenge of using dynamic penetrometers is the interpretation of their test results in order to deduce the mechanical properties of the penetrated soil via empirical or theoretical relations. Recently, a robust numerical method based on the Arbitrary Lagrangian–Eulerian (ALE) technique has been developed for analysing dynamic penetration problems and used to investigate a smooth penetrometer free falling into a uniform layer of clayey soil. Numerical as well as experimental results indicate that the penetration characteristics, including the impact energy, total time, and total depth of penetration, depend on the mechanical properties of the soil including its stiffness and strength parameters as well as the geometry of the penetrometer and its initial impact energy. In this study, the ALE method is employed to study the effect of shear strength increasing with depth (a common condition of seabed deposits) on the penetration characteristics of a free falling penetrometer. Conducting more than two thousand numerical simulations has shown that there is an approximate quadratic relation between the final embedment depth of a FFP penetrating into a non-uniform clay soil and the combined kinetic energy on contact with the soil and subsequent loss in potential energy of the penetrometer. 相似文献
4.
This paper deals with the prediction, in real time, of the motion of experimental oil slicks. The experiments were conducted during September 1983 offshore near Halifax on the east coast of Canada. The objectives of the experiments were (i) to determine the suitability of oil spill dispersants as countermeasures and (ii) the testing and verification of oil spill trajectory models and systems.The Atmospheric Environment Service (AES) participated in the experiments to test the capability of its oil spill motion prediction system in providing real-time trajectory forecasts. The experiment consisted of three sets of spills. Each set had a control slick and a test slick. Sixteen barrels of crude oil were used in each spill. The test slicks were used to test the effectiveness of various dispersants, the control slicks were used to verify trajectory forecasts.The spill trajectories and oil weathering information obtained from the system during the experiments demonstrated the relative ease with which the system could handle the required input and provide timely forecasts. The accuracy of these forecast trajectories was confirmed by observations, and their utility was demonstrated by their application in the operational decision-making process. 相似文献
5.
雅克拉凝析气田油气地球化学特征 总被引：2，自引：0，他引：2
雅克拉凝析气田天然气组分以甲烷为主,含量79.13%￣89.30%;重烃含量较高,平均占9.67%;干燥系数(C1/C1-5)介于0.89～0.92之间,属典型的湿气。δ13C1为-40.8‰～-39.4‰,δ13C2为-32.0‰～-30.2‰,δ13C3为-30.5‰～-28.9‰,表明天然气为典型的油型气。原油及其族组分的碳同位素组成和生物标志化合物呈现出典型的海相原油特征。原油成熟度较高,与天然气的成熟度基本相同,表明油气同源、同阶,为一次油气充注的产物,而与塔河油田存在较大差异。 相似文献
6.
刍云深水凹陷高成熟原油芳烃地球化学特征研究 总被引：1，自引：0，他引：1
对白云凹陷采集的27个原油样品的芳烃组成进行了系统的研究。其分布特征和相对含量表明,原油母质具明显的陆源高等植物输入特征,沉积环境以氧化环境为主,根据萘系列、菲系列、二苯并噻吩系列化合物的相对含量分布差异,优选有效的烷基萘、烷基菲、烷基二苯并噻吩成熟度指标,综合分析了白云凹陷原油成熟度特征。原油总体属于成熟一高成熟原油,结合生物标志化合物组成可划分为A、B两类,A类原油的成熟度高于B类原油。还选用有效的成熟度参数探讨了白云凹陷油气运移规律,如三甲基萘比值,该参数指示油气运移方向沿白云主洼中心向周围运移,且邻近番禺低隆起,运移方向由西向东,即沿着成熟度由高到低方向运移。 相似文献
7.
扁铲侧胀试验（DMT）已在国内外岩土工程勘察、地基加固效果评价等领域中得到广泛应用。DMT的测试过程在扁铲探头贯入到测试位置后进行,因此探头的贯入过程对土体造成的扰动在一定程度上将直接影响测试结果。目前关于扁铲探头的贯入机理,以及贯入过程可能引起的土体扰动及其对测试结果的影响尚未研究清楚。通过室内模型试验手段,进行扁铲探头贯入不同初始密实状态下均质干砂的试验研究,分析了探头贯入过程中产生的土体位移场分布特征。试验结果表明:扁铲探头的楔形部和膜片所在的侧胀部贯入产生的挤压作用是引起土体变形扰动的主要原因;探头楔形部的贯入过程表现为向下和向斜侧面挤压土体,竖向位移量很小,产生向两侧扩展为主的扁状位移场,而探头侧胀部的贯入过程主要表现为向两侧面水平向挤压土体,产生半椭圆状水平位移场且分布范围明显更大,同时探头侧面表现为一定的剪切作用而产生较窄范围的竖向位移场。另外,扁铲探头贯入干砂产生的位移场受砂土初始密实状态的影响较小,主要表现为探头楔形部周围的位移场分布范围随密实度增大而扩大。 相似文献
8.
9.
Sheng Li Steffen Birk Liang Xue Huadong Ren Jun Chang Xiaohua Yao 《Environmental Earth Sciences》2016,75(23):1482
The spatial and temporal soil moisture distribution is an important control on surface ecological processes in areas with rock outcrops resulting from karst rocky desertification (KRD). To explore the local effects of bare rocks within different seasons, soil moisture was measured in a KRD region (Fuyuan County, Yunnan Province, southwest China) at different depths and in different directions and distances from rock outcrops in both the dry and the wet seasons. The soil moisture north and east of the rocks was higher compared to the other directions and to the control plot. This effect is attributed to the shading by the rocks. The shading effect is evident in all seasons but more pronounced in the dry season. In the wet season, the directional dependency is restricted to the surface layer and the increase in soil moisture with depth is more pronounced around the rocks than at the control plot. This is attributed to precipitation-induced runoff from the rock outcrops infiltrating into the deeper layers at the rock–soil interface. These findings suggest the redistribution of water in the wet season and the spatial variation of evapotranspiration in the dry season are factors controlling the local soil moisture pattern around the rock outcrops. 相似文献
10.
11.
中国北部沿海地区夏季多雨,春季干燥多风,土体吸水膨胀、脱水收缩,降低了固化土的抗压强度,研究固化土干湿交替条件下的力学稳定性是实现其工程利用的前提。室内模拟干湿循环,借助无侧限抗压强度指标探究石灰粉煤灰固化石油污染土的力学分布规律。结果表明:经历干湿循环后固化污染土的质量前6次下降较小,7~8次下降明显,9次后趋于稳定,最大下降幅度为4.5%;固化污染土的抗压强度随干湿循环次数的增加而增强,3次循环后抗压强度较初始强度增加了35%,之后逐渐减弱,7次循环后强度趋于稳定,稳定时强度达到初始强度的70%;固化污染土强度的水稳性随含油率的提高逐渐降低,破坏形态随干湿循环次数的增加由软化型逐渐向硬化型转变;当二灰比为0.75,抗干湿循环稳定性较好。石油污染土重新利用时应注意干湿循环对工程的影响。 相似文献
12.
为了解石油污染对土的压实特性的影响,利用室内击实试验,以原油、柴油和水为介质,得到了单一液体介质和油水混合介质时土的击实曲线。结果表明:石油代替水作为壤粘土孔隙流体,其击实曲线无明显峰值,干密度随含油率增加略有增大但远小于无污染土的最大干密度。油水混合作为孔隙流体,随含油率的增加,原油污染土壤的击实曲线由钟型、双峰型转向无明显峰值曲线,出现类似高液限粘土压实特性;柴油污染土的击实曲线由尖锐型转变为无峰值型;最优含水率均减小,最大干密度随含油率变化规律与油品性质有关。提出了"油膜润滑"的新观点,可较好地解释石油污染壤粘土击实曲线的变化规律。 相似文献
13.
Lei Zeng Zhenzhao Tang Pimao Chen Chunqiang Hou Guobao Chen 《Environmental Earth Sciences》2018,77(21):728
Various techniques have been used in marine fishery resources assessment. Among those, acoustic techniques have high efficiency and wide adaptability, and are environment friendly. Therefore, acoustic techniques played a key/indispensable role in the field of ecosystem-based fishery management. Acoustic surveys were conducted during the wet (May) and dry (November) seasons in 2016 in the artificial reefs ecological reserve of Bohai Gulf and a nearby control region to understand the current situation of fishery resources and explore the effectiveness of underwater artificial constructions by a dual-frequency identification sonar (DIDSON) and a scientific split-beam echosounder (120 KHz, Simrad EY60). Fish densities in various seasons and regions showed significant differences and interaction, with a maximum value of 358020.34 ind/n.mile2 in the artificial reefs’ region and a minimum value of 71898.35 ind/n.mile2 in the control region during the wet season. Fish densities in defined parallel transects revealed a roughly southward migration trend of small-size individuals from wet season to dry season. Single echo detections in the artificial reefs region demonstrated a wider target strength (TS) range (? 60 ~ ? 30 dB vs ? 60 ~ ? 51 dB) and higher mean TS values (? 55.87 dB vs ? 58.31 dB) than the control region both in the wet and dry seasons, which indicated a more complicated and stable fish community structure in the artificial reefs area. The vertical distribution of single echo detections tracked by the echoview post-processing system showed an apparent downward gathering effect. A positive correlation between TS and water depth was discovered from Pearson correlation analysis in the artificial reefs region during the dry season. 相似文献
14.
注水开发过程中原油的水洗作用初探 总被引：2，自引：0，他引：2
注水开发过程中的水洗作用是一个以往被忽略,但又十分重要的问题.通过对3口井、时间间隔为20年的6个原油样品系统的地球化学测试与对比研究,探讨了注水开发过程中水洗作用对原油的改造作用以及各种地球化学参数的变化特征和规律.结果表明,在注水开发过程中,水洗作用对芳烃的影响远大于饱和烃,主要表现在芳烃组分的含量明显降低,一些芳烃类化合物的含量和芳烃参数也发生了显著的变化.认为这些变化是注水开发过程中原油遭受水洗作用的特征性标志,并对油源对比和油气运移等研究具有参考意义. 相似文献
15.
Effect of Soil Parameters on Dynamic Cone Penetration Indices of Laterite Sub-grade Soils from India
Varghese George Ch. Nageshwar Rao R. Shivashankar 《Geotechnical and Geological Engineering》2009,27(4):585-593
The focus of this study was on correlating the effect of grain-size, maximum dry-density (MDD), field moisture content, and
the void ratios on penetration measured using the dynamic cone penetrometer (DCP) for laterite soils blended with fines. Tests
were performed on soil samples compacted to MDD for moulding water contents set to the optimum moisture content (OMC), dry
of OMC, and wet of OMC un-soaked condition. The results indicated that an increase in the fines-content caused a decrease
in the MDD, and an increase in the OMC and the DCP penetration. Regressions were developed correlating various parameters. 相似文献
16.
NIGEL P. MOUNTNEY 《Sedimentology》2012,59(3):964-989
Wet aeolian systems, in which the water table or its capillary fringe are in contact with the accumulation surface, such that moisture influences sedimentation, are well‐known from modern aeolian systems and several ancient preserved successions are recognized from outcrop. One common mechanism by which accumulation of wet aeolian system deposits occurs is via a progressive rise in the relative water‐table level that is coincident with ongoing dune and interdune migration, the angle of dune climb being determined by the ratio between the rate of relative water‐table rise and the rate of downwind migration of the bedforms. Accumulations of wet aeolian system deposits tend to be characterized by units of climbing dune strata separated by units of damp or wet interdune strata. For simple geometric configurations, where the size of the dune and interdune units, the rate of bedform migration and the rate of aggradation all remain constant over space and time, the resulting accumulation has a simple architecture characterized by sets of uniform thickness inclined at a constant angle. However, the dynamic nature of most aeolian dune systems means that such simple configurations are unlikely in nature. The complexity inherent in these systems is accounted for here by a numerical model in which key controlling parameters, including dune and interdune wavelength and spacing, migration rate and aggradation rate, are allowed to vary systematically both spatially (from a dune‐field centre to its margin) and temporally (in response to changes in sediment availability or water‐table level). The range of synthetic stratigraphic architectures generated by the model accounts for all the best‐known examples of aeolian dune and interdune stratigraphic configurations documented from the stratigraphic record. Modelling results have enabled the erection of a scheme for the classification of dune system type whereby the many elaborate stratal architectures known to exist in nature can effectively be accounted for by only four parameters that are allowed to vary over space and time: dune and interdune wavelength and spacing, rate of bedform migration and rate of accumulation. Results have applied implications, including the modelling of reservoir heterogeneity and the prediction of fluid flow pathways of hydrocarbons, water, CO2 and contaminants in subsurface reservoirs and aquifers, in which low permeability interdune units might act as baffles or barriers. 相似文献
17.
珊瑚地层是钙质砂和礁灰岩的统称。在珊瑚地层中开展预应力高强度混凝土管桩（PHC桩）的原位堆载测试,分析了桩?珊瑚地质的相互作用规律。采用光纤光栅传感技术采集加载过程中的试桩桩身应变,由计算获取桩身轴力,分析加载过程中珊瑚地层中PHC桩基础的承载特性。试验结果表明,（1）桩?土响应处于线弹性阶段;（2）桩的承载发挥状态与入土深度显著相关,且入土深度超过15倍桩径时桩端阻力发挥峰值;（3）桩的安装方式几乎不影响其在珊瑚地层中的承载性能,但贯入能量的大小则显著影响;（4）入土深度和贯入能量的大小,影响珊瑚地质的破碎程度,颗粒破碎显著影响珊瑚地质中桩的承载发挥特性。通过原位测试可知在珊瑚地质中在贯入深度在15倍桩径以内,入土深度与桩端阻力正相关,与桩侧摩阻力反相关。 相似文献
18.
土体内部由于所处环境差异会造成水分场的不均匀分布,为了探究不同影响因素下重塑黄土水分迁移的规律,配置不同干密度、初始含水率水平的重塑土样,在不同温度梯度、不同温度水平下进行重塑黄土水分迁移室内试验,分析在4种不同因素变化下黄土体内部水分场的变化规律及机理。结果表明:土样两端施加的温度梯度越大,水分迁移速率就越快,温度势是引起土体内部水分迁移的主要驱动力;土样的干密度越大,基质势越大,同时渗透系数越小,阻碍了水分的迁移,故水分迁移速率越慢;当土样含有较大的含水率时,由于渗透系数较小,造成迁移速率较小,当土样初始含水率较小时,由于总土水势较小,造成迁移速率较小,当初始含水率在一定范围内时,其迁移速率较快;在土样两端施加的温度水平越低,导致总土水势越大,故水分迁移速率越快。 相似文献
19.
An Investigation into the role of site and soil characteristics in onsite sewage treatment 总被引：1，自引：1，他引：0
The onsite treatment of sewage is common in all rural and regional areas of the world. Due to the public health and environmental risks that these treatment systems pose, the need for adopting performance-based management strategies is gaining increasing recognition. This demands the establishment of performance objectives for onsite sewage treatment and disposal which are based on stringent scientific analysis. A research project was undertaken to identify and investigate the role of influential site and soil characteristics in the treatment performance of subsurface effluent disposal areas. The treatment performances of a number of septic systems on a range of site and soil conditions were investigated together with detailed soil analysis. The changes to soil physico-chemical characteristics of the disposal area due to effluent application and its effluent renovation capacity were found to be directly related to the subsurface drainage characteristics. Significant changes to exchangeable cations and chemical parameters such as pH, electrical conductivity and cation exchange capacity (CEC) can result due to subsurface effluent application. A relationship exists between chemical parameters such as exchangeable Na and Ca:Mg ratio and CEC. A strong correlation also exists between the depth to the restrictive subsurface horizon and observed treatment performance. The study confirmed that soil chemistry can be a valuable predictive tool for evaluating the long-term performance of sewage effluent disposal systems particularly in poorly drained sites. 相似文献
20.
In this paper, an insight is provided into the quality of soil samples during the penetration of soil samplers. An updated Lagrangian finite element formulation with the second Piola–Kirchhoff stress rate (the Truesdell stress increment) to account for the large deformation behaviour near the sampling tube is used to determine the mechanical disturbances to a soft clay. The penetration of the sampler is simulated by splitting a group of nodes ahead of the penetration route up to a sufficient depth and applying incremental displacements to match the geometric configuration of the sampling tube. Consolidation effect is included to account for the rate of penetration. Thin-layer elements are added at the inside wall of the sampling tube to model the soil–sampler interface. The numerical results show that the central core of the sample is subjected to three distinct stages of vertical strain history, compression–extension–recompression, with the primary irrecoverable disturbances due to the compression stage ahead of the sampler. The degree of disturbance for a frictionless sampler was found to be constant after a penetration depth of 75 per cent of the sample tube diameter, while for a frictional sampler the degree of disturbances keeps increasing as the penetration proceeds. The results of a parametric study to determine the influence on sampling disturbances due to the rate of penetration, the thickness and the tip angle of the sample tube and sampler type are also presented. 相似文献