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1.
Two types of eclogite pebbles were discovered in Middle to Upper Jurassic conglomerates from the Hefei Basin north of the Dabie ultrahigh-pressure (UHP) terrain, China. Type A eclogite pebbles are characterized by idioblastic garnet with well preserved chemical zonation. Si content in phengite is lower than 3.5 per formula unit (pfu). The maximum metamorphic pressure is lower than 2.5 GPa, and the temperature is below 600 °C. Type B eclogite pebbles contain coesite pseudomorphs in xenoblastic garnet. Si content in phengite is higher than 3.5 pfu. The maximum metamorphic pressure is 2.8–4.0 GPa at 700 °C indicating UHP metamorphism.
Types A and B eclogite pebbles are comparable with eclogites occurring in the southern portion of the Dabie UHP terrain. Based on the petrologic similarities and northeastwards directed paleocurrents, we infer that the eclogite pebbles were eroded from the Dabie UHP terrain. Sandstones containing detrital phengite with Si content higher than 3.5 pfu are also derived from UHP rocks. These petrologic and stratigraphic data place time constraints on exhumation and erosion history of the Dabie UHP terrain. 相似文献
2.
Jinlong Zhou Guomin Li Feng Liu Yiping Wang Xiaojing Guo 《Environmental Earth Sciences》2010,60(5):1055-1063
According to the characteristics of groundwater in arid area, this paper proposes DRAV model for groundwater vulnerability
assessment, where D is groundwater depth, R is the net recharge of aquifer, A is the aquifer characteristics, and V is the lithology of vadose zone. As a case study, the paper assesses the vulnerability of pore phreatic water in Tarim Basin
of Xinjiang, China by using the DRAV model. The results indicate that the areas of phreatic water with vulnerability index
ranges of 2–4, 4–6, 6–8 and >8 accounting for 10.1, 80.4, 9.2 and 0.2% of the total plain area of the Tarim Basin respectively,
and the areas with the latter two vulnerability ranges (6–8 and >8) are mainly located in the irrigation districts with thin
soil layer (20–30 cm thick surface soil of vadose zone, mainly with underlying sandy gravel) and with silty and fine sand
layer. Such vadose zone generally lacks sandy loam and clayey soil and has larger recharge by infiltration of irrigation water. 相似文献
3.
地表-地下水系统水、热迁移转化与裸土蒸发机理研究对于水量平衡以及地表能量转化具有重要意义。以鄂尔多斯盆地风沙滩地区为研究区,基于原位蒸渗仪长期观测,结合数值模拟,选择2种地下水位初始埋深分别为80 cm（浅埋深）和290 cm（深埋深）的情景,研究了变饱和带水热迁移转化的动力学过程以及对裸土蒸发的影响。结果表明:变饱和带土壤水的运动规律受水头梯度和温度梯度的共同驱动,且在不同水位埋深条件下呈现不同的运动方式;浅埋深条件下,受水头梯度的作用,土壤的毛细上升高度能够到达地表,蒸发条件下土壤水在毛细力驱动下向上运移,土壤内部不存在零通量面,温度对水分运动的影响较小,发现当地下水位埋深小于毛细上升高度时,地下水在毛细力作用下直接贡献土壤蒸发;深埋深条件下,水头和温度是土壤水运动过程的关键因素,位于地表以下18 cm以浅土壤内部出现孤立的零通量面,阻止了土壤水的向上运移,导致蒸发量减小。当地下水位埋深大于毛细上升高度的1.6倍时,地下水不再直接参与土壤蒸发,但会间接地影响包气带的水分转化;因此模拟期间浅埋深的裸土累积蒸发量约为深埋深累积蒸发量的4倍。 相似文献
4.
Between March 1977 and August 1979 contract No.4 of the Stadtbahnbau (Metro-construction) in Duisburg was executed, making successful use of gap freezing.
The gap freezing was necessary because the Metro-tunnel is crossed by a groundwater stream (flow velocity up to 15 m/d) and it had to be assured that open cut construction of the tunnel was possible and that the original situation could be reinstated as far as possible after completion.
The Duisburg building ground also made a special construction method necessary. Ground strata: from surface to 2–4 m, civilisation deposits; from ˜ 4 m to ≈ 25–28 m below surface, glacial sand and gravel deposits, containing stones with a diameter > 20 cm and even boulders of 1 m3 and more; from approximately 28 m below surface, layers of Tertiary clay and silt; the groundwater table is ˜ 8 m below the surface, the stream flowing within the sand and gravel deposits from SE to NW (towards the Rhine).
Installing a groundwater barrier, for instance by erecting a continuous diaphragm wall enclosure, was already ruled out in early design stages as was the use of driven steelpiles.
At the inception of the design in 1974, it was decided first to carry out a measuring scheme to establish the groundwater flow velocity. This was followed by a large scale (1:1) trial freezing to ascertain the feasibility of the gap-freezing method.
When these experiments were scientifically valued it was established, that the risk involved was acceptable. The contract documents were prepared prescribing a combination of “cover and cut” with gap-freezing, which is tentatively called the “Duisburg method of Metro-construction”.
During the construction a large scale measuring and scientific research programme was carried out. 相似文献
5.
地下水蒸发是旱区地下水均衡计算中重要的排泄项之一。由于包气带水分运移高度非线性且大气—地表界面动力学过程复杂,估算潜水蒸发量一直是地下水资源评价的难题之一。利用内蒙古乌审旗河南乡均衡试验场E601型蒸渗仪,建立了毛乌素沙地水面蒸发及4种典型岩性（风化砂岩K1、萨拉乌苏组砂Qpal+l、砂质壤土Qhl、风积沙Qheol）的饱和土蒸发原位试验,结合长期观测获取的大量数据,开展了地下水蒸发与水面蒸发、埋深的关系和地下水蒸发量计算方法研究。结果表明:（1）4种典型岩性（风化砂岩、萨拉乌苏组砂、砂质壤土、风积沙）饱和蒸发量与水面蒸发量比值分别为0.60,0.77,0.47,0.88,表明不同岩性的饱和裸土的蒸发强度不等于自由水面的蒸发强度;实际计算裸土蒸发强度时,不能以自由水面蒸发强度作为参考点,如果运用,必须校正。（2）利用蒸渗仪观测数据和土壤水运动方程稳态解析解,获得4种典型岩性（风化砂岩、萨拉乌苏组砂、砂质壤土、风积沙）潜水稳定蒸发计算的关键经验系数c,分别为628932.63,165058.71,48948.21,1525104.031 m?2。（3）利用稳定蒸发公式确定鄂尔多斯盆地风沙滩区四种典型包气带岩性（风化砂岩、萨拉乌苏组砂、砂质壤土、风积沙）潜水极限蒸发深度约为60 cm,结果得到了室内非稳态蒸发试验的佐证,为研究区水资源评价提供了重要的参数依据。 相似文献
6.
郑州至新郑机场城际铁路新郑机场站工程基坑开挖范围内地层条件复杂,砂性土与粘性土互为透镜体,开挖范围内主要为粉土、粉砂、粉质粘土,属黄土类地层,渗透性能差,若降水井施工质量差,抽不出水且容易带走细颗粒,开挖时又容易发生流砂。对此类复杂地层的降水设计应充分考虑地层条件、围护结构的特性,保证将水位降至开挖面以下,同时避免流砂、管涌、突涌的发生,确保基坑开挖安全。在采用三维数值模拟分析场区水文地质渗流情况的基础上,进行降水设计,并采取有效的降水井施工技术措施,实践证明取得了良好的降水效果。 相似文献
7.
吐鲁番盆地是我国西北干旱区内陆盆地之一,盆地内赋存铁矿等重要矿产资源。研究吐鲁番盆地地表水和地下水化学成分的演化对于吐鲁番盆地地下水资源的合理开发具有重要意义。采用无机离子示踪剂的方法,通过主要离子浓度与Cl-离子浓度之间的关系,以及主要离子/Cl- 与Cl- 离子浓度之间的关系,对盆地地表水和地下水的主要化学成分的形成进行了分析。同时参照地表水中主要化学成分的形成与演化,揭示盆地地下水化学成分的演化过程以及盐分的潜在来源。在吐鲁番盆地,影响不同深度地下水水化学变化的主要是蒸发矿物,其来源主要包括土壤表面的蒸发矿物、土壤层和包气带中的蒸发矿物以及艾丁湖中的表层沉积物。 相似文献
8.
In this paper, the plexiglass experimental column was used to analyze the capillary fringe thickness of three kinds of lithologies-silty sand, silt and silty clay-providing a basis for defining the interface in the study of hydrodynamics at the water table between vandose water and groundwater. The capillary fringe generally refers to the subsurface layer in which the groundwater seeps up to the air-entry suction value due to capillary action, and is nearly saturated with water. The thickness of the capillary fringe varies with different lithologies. In this experiment, self-made stable water supply devices were used to study the height of capillary rise, capillary water volume and capillary fringe thickness of the three lithologies through capillary experiment and numerical simulation. Experimental results show as follows:(1) Rising height of capillary water is related to time, particle radius, volume, etc., and the relationship between height and time is in line with the Hill model.(2) The smaller the particle radius, the more water the pores contain, and the ratio of the unsaturated portion of capillary water to the total water content gradually rises. Experimental results obtained by numerical simulation, segmentation and actual measurement are consistent.(3) The thickness of the capillary zone is related to the lithology. The larger the particle size, the smaller the thickness of the capillary fringe, and vice versa. In silty sand, the thickness measures about 13 cm. The figure rises to 16 cm in silt, and 37 cm in silty clay. This work studies the law of soil water transport at saturated-unsaturated interface. Experimental results are of great significance to the study of soil water and salt transport and soil salinization control in unsaturated zone. 相似文献
9.
The origin of groundwater in Zhangye Basin,northwestern China,using isotopic signature 总被引：2，自引：1，他引：1
Zhangye Basin, in arid northwestern China, has recently been repeatedly flooded by rising groundwater. Isotope signatures of sampled waters gained insight into the recharge source of the groundwater. The summer Heihe River water and most of the spring water in Zhangye and Yongchang basins plotted above the global meteoric water line (GMWL) on the δ18O-δD plot. The spring water had R/Ra ratio >1, low TDS and high tritium, which indicates origin from Qilian Mountain glacier meltwater. The groundwater of Qilian Mountains was transported to the Hexi Corridor (in which Zhangye Basin is located) through underground fault zones. Additionally, some of the groundwater in the alluvial plain, and all spring water surrounding Zhangye Basin, plotted below the GMWL on the δ18O-δD plot along an evaporation line, and had R/Ra ratio?<?1 and high TDS. It is proposed that the Tibetan rivers or lakes source the Hexi Corridor groundwater through either the NE-trending or NW-trending buried fault zones. The isotopic signatures presented as part of this study rule out the conventional viewpoint that groundwater of the Zhangye Basin was recharged by local precipitation and infiltration of Heihe River water on the alluvial plain. 相似文献
10.
大气降水是滨海盐碱地区浅层地下水的重要补给来源。滨海地区浅层地下水多为咸水且埋藏较浅,在不同包气带岩性渗透性差异下,在大气降水入渗补给过程中,一定时间内潜水面以上一定范围内存在淡水分布,即淡水透镜体,它能局部隔离地下咸水对上层土壤和植物的危害,并在一定程度上供给植物吸收利用。采用自制的室内物理模拟装置,通过控制土层结构,模拟了大气降水入渗补给条件下包气带中淡水透镜体的形成与消退过程,探讨了不同土壤类型中淡水透镜体的维持情况;并利用吸水管模拟客土上所种植物根系吸水,研究了不同吸水量条件下土壤中淡水透镜体的变化规律。结果表明:上层中砂、底层粉砂质黏土的双层土体结构中,淡水透镜体的维持性最好,在降水入渗补给条件下,透镜体形成时间在1500 min左右可达最大厚度(约15 cm),若补给源消失,透镜体完全消退需7500 min,能较长时间地阻隔地下咸水;双层土中模拟形成的稳定淡水透镜体在无补给条件下,能够隔离地下咸水的同时亦能为上层植物提供243.5 mL淡水资源。 相似文献
11.
The content and distribution of nitrate in groundwater and surface water in the Karup Basin area have been investigated and analyzed. In addition to existing analyses, chemical profiles of the groundwater of the upper part of the water table sand aquifer were measured at a number of sites. The profiles indicate, in general, an upper oxidation zone with nitrate and a lower reduction zone free of nitrate. However, below plantation areas, the nitrate content in the oxidation zone is significantly low as well. The eight profiles are graphed separately, and all results are finally plotted on a single map by a graphic method that takes into consideration both the concentration and the level of the sampled water. The great variation in the nitrate content of the water from one water-supply well to another can easily be explained by plotting the values on maps using this graphing procedure, in conjunction with an examination of the nitrate zonation found in the profiles. The influence of agricultural activities is significantly related to the concentration of nitrate in surface water and groundwater under such water table conditions and circumstances as are found in the Karup Basin. 相似文献
12.
本数据集包含了2016年从银川盆地1：50 000芦花台图幅区内采集的14个工程钻孔的数据信息,293个岩土样品共1 996组测试数据。主要测试土体抗剪强度、压缩模量、颗粒成分等。图幅区内出露的地层主要为第四系。经钻孔揭露,纵向上岩土类型从地表至深部依次为砂砾石土、粉细砂、粉土和粉质粘土等;横向上,西部以洪积成因的砂砾石为主,东部以冲积和风积成因的粉细砂为主;整体上表现出由西向东地层时代变新,岩性颗粒由粗变细的总体特征。样品测试显示,图幅区内砂砾石、粘性土具有较高的抗剪强度,工程地质特性较好;而图幅东部区域的风成粉细砂土因胶结差,结构较分散,易出现砂土液化现象而呈现出较差的工程地质特性。图幅区内的工程地质钻探工作施工规范,测试分析均由具备国家资质的实验室承担,得到的数据质量可靠,真实反映了该区域内地层信息及岩土物理力学性质。本数据集的数据和分析结论,可以为研究银川盆地的地质演化及在该区开展工程建设规划提供参考。 相似文献
13.
Wavy lamination in a mixed sand and gravel foreshore facies of the Pleistocene Hosoya Sandstone, Aichi, central Japan 总被引：1，自引：0，他引：1
Although sandy foreshore facies are generally characterized by parallel lamination, wavy lamination is predominant in the mixed sand and gravel foreshore facies of the Pleistocene Hosoya Sandstone, which crops out along the Pacific coast of the Atsumi Peninsula, Aichi, central Japan. The foreshore facies consists of three sedimentary subfacies; interbeds of gravel and parallel laminated sand of the lower foreshore facies, parallel laminated fine to medium sand beds containing scattered pebbles and cobbles of the middle foreshore facies, and wavy laminated fine to medium sand beds containing scattered pebbles and cobbles of the upper foreshore facies. A lack of erosional surfaces in the middle foreshore facies indicates the continuous accumulation of sand in flat beds under upper plane bed flow. The wavy laminated sands of the upper foreshore facies exhibit erosional surfaces indicative of repeated deposition and erosion. The erosional surfaces are undulatory, with depressions (10 cm wide and 3 cm deep) that contain scattered pebbles and cobbles. These depressions reflect backwash erosion of sand around and below the pebbles and cobbles. Sand draping over the undulating erosional surfaces forms the wavy lamination. The wavy laminated sand with scattered pebbles and cobbles is a key facies of an upper foreshore or swash zone, and is a good sea-level marker. 相似文献
14.
15.
LI Baosheng David Dian ZHANG ZHOU Xingjia ZHU Feng YUAN Baoyin MU Guijin LI Sen YAN Mancun JIN Heling GAO Quanzhou SUN Wu 《《地质学报》英文版》2002,76(2):221-228
Based on investigation of sediments in the Yutian-Hotan Oasis at the southern margin of the Tarim basin, 14C ages and grain-size and chemical element analyses, the following views are put forward in this paper.(1) Sediments in the Yutian-Hotan Oasis are composed chiefly of "oasis soil", similar to the recent oasis soil, i.e. brown desert soil, which was formed due to pedogenesis after aeolian sand (sandy loam) and dust (loess) of 3.32-6.64 were deposited.(2) The ancient Yutian-Hotan Oasis represented by oasis soil was formed at 13000 a B.P. During the cold period of the past 13000 years, this region is characterized mainly by accumulation of sand and dust storms, and sandy oasis soil was developed in this region due to pedogenesis in an oasis environment; during the warm period, dust falls predominated along with certain current concomitants (lacustrine facies), and silty oasis soil was formed by pedogenesis. Owing to fluctuations of cold and warm climates since 13000 a B.P., sandy oasis soil was deposi 相似文献
16.
本数据集是作者2017年在银川盆地平罗站幅施工的14个工程地质钻孔岩心中采集的234个岩土样品,经过测试分析后所得的共2 602组测试数据。这些数据主要体现了土体的抗剪强度、压缩模量、颗粒成分等。图幅内第四系分布广泛,厚度大,为区内主要的工程地质岩组,且成因多样,从西到东主要包括：上更新统洪积层,岩性主要为砾石、砂砾石;全新统灵武组细砂土;全新统湖沼积层,岩性主要为淤泥、砂质粘土及粉砂;全新统风积层,岩性主要为土黄色中-细砂、粉砂。其中,全新统灵武组占据了图幅大部分区域,岩性主要为细砂、粉砂、砂质粘土等。钻孔揭示,银川平原区地层纵向上以河湖相细砂、粉砂为主,夹粉质粘土,局部钻孔含卵砾石层。样品测试数据分析显示,图幅区内碎石土、冲积砂土、粘性土具较高的抗剪强度,工程地质条件较好;而图幅西北部砂岩、泥岩由于中等到强风化程度,且有软弱夹层,工程地质条件较差。湖沼积成因的淤泥、砂质粘土及粉砂工程地质性质亦较差。本次图幅区内的工程地质钻探工作施工规范,测试分析均由具备国家资质的实验室承担,得到的数据质量可靠,真实反映了该区域内地层信息及岩土物理力学性质。 相似文献
17.
以生态输水为代表的湿地修复工程在西北内陆流域得到了广泛应用,生态输水情形下地下水与湿地植被的交互作用决定着湿地生态系统的演化过程。以西北典型内陆流域—石羊河流域青土湖湿地为研究区,基于地下水-湿地生态系统多要素一体化动态监测网络,结合稳定同位素和卫星遥感技术手段,分析生态输水情形下的地下水动态变化与湿地植被恢复情况,从水文地质角度揭示地下水与湿地生态系统的协同演化机制。结果显示:夏季末和秋季生态输水时,湖水补给地下水且土壤含水率增大,最大土壤含水率可达0.45 m3/m3;冬季湿地湖面和表层土壤冻结,湖水对地下水补给量减少,春季冻土和湖面消融导致地下水略有回升,同时增大土壤含水率;夏季在下次生态输水前湖面面积最小(湖面面积最小约为1 km2,地下水水位最大埋深为3.6 m),部分区域地下水补给湖水,此时表层土壤含水率也最低(最小土壤含水率为0.01 m3/m3);夏季末和秋季生态输水通过将生态水储存在地下水和土壤中进而作用于次年的植被恢复与生长,增大生态输水所形成的湖面面积有助... 相似文献
18.
Advances in Moisture Migration in Vadose Zone of Dryland and Recharge Effects on Groundwater Dynamics 总被引：2，自引：0，他引：2
The vadose zone is the zone in between the land surface and above the groundwater table at vertical profile with partial water saturation and under the unsaturation condition, which constitutes the connections among atmospheric water, surface water and groundwater. Soil moisture migration in the vadose zone is a rather complicate process, which controls the rates of groundwater depletion and recharge, and has close hydraulic connections with highly frequent water transfers on the interfaces among the irrigation farmland, sand dunes, wetlands, lakes, and other landscape types. Recent development on soil moisture migration simulations and the application of tracer techniques, geophysical techniques and other geological methods in the vadose zone research, the factors affecting soil moisture migration and groundwater recharge,and soil moisture migration effects on moisture exchange between different landscapes were reviewed in this paper. Several suggestions on the future research were presented here: ① An intense field observation and research database should be initiated and constructed to determine the soil hydraulic parameters, and quantify the influence of moisture migration in vadose zone on the groundwater recharge; ② The proposed observations and researches should learn from the “Critical Zone Observatory”, and focus on the coupling of the soil moisture migration, solute transport and groundwater recharge. 相似文献
19.
Fadong Li Xianfang Song Changyuan Tang Changming Liu Jingjie Yu Wanjun Zhang 《Environmental Geology》2007,53(3):687-696
The groundwater in headwater region is an important recharge source for the adjacent mountain-front plain. In order to reveal
the relationship among precipitation, soil water and groundwater, from June to September in 2004, stable isotopes (deuterium
and oxygen-18) in precipitation and soil waters at the depths of 10, 20, 30, 50, 70, 90, and 110 cm were analyzed at two sites
covered by black locust (Robinia Pseudoacia L.) (Site A) and grass predominated by Themeda triandra (T. japonica (Willd.) Tanaka) and Bothriochloa ischaemum (B. ischaemum (L.) Keng) (Site B) in an experimental catchment at Taihang Mt., North China, respectively. The δ18O of precipitation in daily rain events shows large variations (−13.3 to −4.3‰) with a mean of 8.1‰. The δ18O and δ D of soil waters along profiles in two sites suggest that the influence of canopy cover was just up to 10 cm in top
soil water. The soil water moved over the zero flux plane at 70 cm in-depth is expected to escape the evaporative effect at
the end of September in both sites. The results show that the stable isotope, instead of tritium as tradition, can be used
to trace the soil water behaviors based on the movement of isotopic peak along the vertical profiles in this semi-arid and
semi-humid mountainous region. The infiltration depths of soil water in Taihang Mt. are 12 and 10 mm/day from June to September
in 2004 in Site A and Site B, respectively. Tracing by stable isotope, recharge fluxes of soil water to local groundwater
are of 3.8 and 3.2 mm/day in Site A and Site B, respectively. The results provide desirable information for assessment of
local groundwater resources.
An erratum to this article can be found at 相似文献
20.
Delineation of saltwater intrusion into the freshwater aquifer of Lekki Peninsula,Lagos, Nigeria 总被引：2，自引：0，他引：2
A. A. Adepelumi B. D. Ako T. R. Ajayi O. Afolabi E. J. Omotoso 《Environmental Geology》2009,56(5):927-933
Recently, the deterioration of water quality in the coastal zones of Lekki Peninsula area of Lagos due to saltwater infiltration
into the freshwater aquifer has become a major concern. With the aim of providing valuable information on the hydrogeologic
system of the aquifers, the subsurface lithology and delineating the groundwater salinity, vertical electrical resistivity
(VES) sounding survey was carried out utilizing surface Schlumberger electrode arrays, and electrode spacing varying between
1 and 150 m. The DC resistivity surveys revealed significant variations in subsurface resistivity. Also, the VES resistivity
curves showed a dominant trend of decreasing resistivity with depth (thus increasing salinity). In general, the presence of
four distinct resistivity zones were delineated viz.: the unconsolidated dry sand (A) having resistivity values ranging between
125 and 1,028 Ωm represent the first layer; the fresh water-saturated soil (zone B) having resistivity values which correspond
to 32–256 Ωm is the second layer; the third layer (zone C) is interpreted as the mixing (transition) zone of fresh with brackish
groundwater. The resistivity of this layer ranges from 4 to 32 Ωm; while layer four (zone D) is characterized with resistivities
values generally below 4 Ωm reflecting an aquifer possibly containing brine. The rock matrix, salinity and water saturation
are the major factors controlling the resistivity of the formation. Moreover, this investigation shows that saline water intrusion
into the aquifers can be accurately mapped using surface DC resistivity method. 相似文献