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1.
本数据集在1：50 000活鸡兔图幅内综合应用了遥感、地面调查、物探、钻探,以及水化学同位素等多种方法进行数据采集,共完成2期遥感数据解译800 km2,地面调查点377个,丰水期、枯水期地下水水位统测240点次,抽水试验10组,水体样品采集共计127组,水文地质钻探累计进尺600 m。本数据集细化了工作区内第四系孔隙含水层、白垩系洛河组孔隙-裂隙含水层富水等级,填补了侏罗系安定组、直罗组水文地质信息的空白;同时,加入了与采煤相关的次生环境地质要素,并首次将浅层含水层疏干区较为准确地勾画出来,还建立了采煤影响下的地下水的循环模式,突出了矿区水文地质调查的特色。本数据集为矿区水文地质调查工作的规划、部署与总结提供常态化支持,对保障国家能源安全、生态安全具有重要的现实意义。 相似文献
2.
Golian Mohsen Abolghasemi Mahdi Hosseini Amirhossein Abbasi Mehdi 《Hydrogeology Journal》2021,29(4):1611-1628
Tunneling is often unpopular with local residents and environmentalists, and can cause aquifer damage. Tunnel sealing is sometimes used to avoid groundwater leakage into the tunnel, thereby mitigating the damage. Due to the high cost of sealing operations, a detailed hydrogeological investigation should be conducted as part of the tunneling project to determine the impact of sealing, and groundwater modeling is an accurate method that can aid decision-making. Groundwater-level drawdown induced by the construction of the Headrace water-conveyance tunnel in Sri Lanka dried up 456 wells. Due to resulting socio-environmental problems, tunnel sealing was decided as a remedy solution. However, due to the expectation of significant delays and high costs of sealing, and because the water pressure in the tunnel may prevent groundwater seepage into the tunnel during operation, there was another (counter) decision that the tunnel could remain unsealed. This paper describes groundwater modeling carried out using MODFLOW to determine which option—sealed or unsealed tunnel—is more effective in groundwater level recovery. The Horizontal Flow Barrier and River packages of MODFLOW were used to simulate sealed and unsealed tunnels, respectively. The simulation results showed that only through tunnel sealing can the groundwater level be raised to preexisting levels after 18 years throughout the study area. If the tunnel remains unsealed, about 1 million m3/year of water conveyed by the tunnel will seep into the aquifer, reducing the operational capacity of the tunnel as a transport scheme. In conclusion, partial tunnel sealing in high-impact sections is recommended.
相似文献3.
C4Z—G-05孔为某铁路高黎贡山隧道工程勘察钻孔,钻孔深度1075．5m。钻探过程中分别在孔深288～400m和611～724m穿过落差大于100m的断裂构造破碎带,并出现涌水及漏水现象,施工难度大,水文地质试验难以进行。据此,采取了合理的施工顺序,并根据钻进时的机械设备及钻进情况及时调控钻进参数;针对不同的地层,选用不同的泥浆类型,从而顺利的完成了该孔钻探工作。在水文地质试验中,对松散层潜水,采取了抽水试验,对两个断裂带,适时的运用观测涌水量和压力水头及涌水试验的方法,并选择适宜的计算公式,较好的完成了该孔的水文地质参数的计算工作．取得了良好的效果。 相似文献
4.
建立高承压含水层数学模型,识别其参数特征,是预报不同开采方案下该含水层水量合理疏放大小的依据。在分析潘北煤矿地质及水文地质条件基础上,利用–490 m水平4个阶段放水试验成果资料,利用Modflow建立了A组煤层底板灰岩水渗流水文地质模型及其数值模型,经识别和验证后,获得了太原组灰岩含水层水文地质参数,并结合“突水系数”,分别预报了–490 m和–650 m水平在确保A组煤层安全开采下的疏放量,其计算结果,给太原组灰岩水的防治提供了决策依据。 相似文献
5.
提出了一种分析含水层抽水试验中水位恢复数据的新方法。在方法的建立过程中,考虑了地下水位在上升和下降过程中,含水层的的释水系数和贮水系数之间可能存在着的差异。对表示水位恢复阶段降深变化表达式中的两个表达式都采用了相同的简化方式,即对由于持续抽水引起的降深项和停抽时刻开始的虚拟注水引起的降深项,均采用了保留Theis井函数的级数表达式中前三项作为其简化式,简化条件为无量纲时间 和 。在这样的简化条件下,建立了具有同时能够确定含水层导水系数、贮水系数和释水系数的方法。根据贮水系数和释水系数是否相等,可以判断含水层水位下降与水位恢复过程的形变是否可逆。最后,通过算例说明了方法的应用步骤。 相似文献
6.
Wanghua Sui Jinyuan Liu Siguang Yang Zhongsheng Chen Yisheng Hu 《Environmental Earth Sciences》2011,62(4):735-749
This paper presents a case history of the permanent salvage of the Sanhejian Coalmine in China after a sudden groundwater
inrush, which includes emergency responses, hydrogeological analyses, and design and performance of bulkheads. The inrush
accident occurred in October 2002 in the mined-out area with a high water pressure of 7.6 MPa and a high water temperature
of 51°C. The emergency response quickly followed up to provide the time required to perform a detailed hydrogeological analysis
to identify the source and pathway of groundwater. The Sanhejian Coalmine is geologically located in the Tengxian anticline
hydrogeological setting. The Sunshidian fault, the northern boundary of the mine, was assumed impermeable in the original
hydrogeological report. After the accident and hydrogeological analysis, this assessment was revised and the fault was considered
to be permeable. The Sunshidian fault connects the strata in the mine and the excellent water-productive Middle Ordovician
Majiagou Formation in the core of the Tengxian anticline. It was concluded that the water inrush was from the underlying Ordovician
karst aquifer and the pathway was a hidden tectonic structure in the strata overlying the aquifer. This assessment served
as the guideline for salvaging the mine in this project. After a detailed technical and economic analysis, a concrete bulkhead
design was selected from several alternatives including dewatering and surface grouting. The performance of the bulkheads
has been sufficient for the last 6 years since their construction. This case history shows that the hydrogeological analysis
plays an essential role in successfully salvaging the coalmine from the water inrush by identifying the source and pathway
of groundwater. 相似文献
7.
基于高分辨率示踪技术的岩溶隧道涌水来源识别及含水介质研究 总被引：3，自引：3，他引：0
利用高分辨率示踪技术探讨了重庆三泉隧道突水来源,并对含水介质进行了刻画,结果表明:（1）隧道涌水段受长滩地下河影响,而麦阴槽落水洞为长滩地下河的补给来源之一;（2）试验段岩溶含水介质通畅,地下水流速快,为典型紊流态;地下河管道结构不均匀,发育两条过水通道,为主管道并联支管道,无溶潭和地下湖发育;利用Qtracer2软件,计算得到地下河几何参数及水文地质参数:地下管道储水体积为1 148.4 m3,表面积为1.30×106 m2,平均直径为1.37 m,长度为780 m;摩擦系数为0.51,舍伍德数为1 055.1,施密特数为1 140,水力深度为1.08 m,分子扩散边界层厚度为1.3 mm;（3）因试验时间短、试验为小流量期及存在其他地下河出口等条件制约,示踪剂天来宝的回收率较低,上湾洼地与隧道涌水段连通关系有待进一步研究;（4）由于三泉隧道涌水点与地表水具有直接水力联系,且涌水量大,建议引走地表洼地水源、填埋隧道上方麦阴槽落水洞或在隧道下方新建泄水洞排水。 相似文献
8.
Véronique Lavastre Nathalie Jendrzejewski Marc Javoy 《Geochimica et cosmochimica acta》2005,69(21):4949-4961
The marine Callovo-Oxfordian clay formation is found at a depth around 410m in the eastern part of the Paris Basin (France). It is a very low permeability formation investigated by the French agency for nuclear waste management (ANDRA) to study the feasibility of a radioactive waste disposal. Examining hydrogeological and geochemical characteristics of the clay sequence may test confinement properties of this formation. This study uses chlorine isotopes to investigate long-term transport processes which may carry chemical elements out of the clay layer to the surrounding rocks. Detailed chlorine concentration and δ37Cl depth profiles are examined using pore waters and aquifer waters sampled in the clay formation and its surrounding aquifers (the Dogger at the bottom and the Oxfordian/Kimmeridgian/Tithonian unit at the top). They are discussed in terms of chlorine budget and hydrogeological processes.Clay pore waters and aquifer waters show strong chlorine concentration depletion (<3000 mg/L) relative to the original marine interstitial water (∼19000 mg/L). This probably results from an early dilution by meteoric water in limestones (as also indicated by oxygen and hydrogen isotopes).A steep Cl-concentration gradient from the Dogger at ∼500m in depth (∼2500 mg/L) to the Oxfordian/Kimmeridgian/Tithonian aquifer near the surface (≈ 10 mg/L) is associated to a ‘v-shaped’ profile of the δ37Cl values. Modelling Cl transport shows that a hydrodynamic dispersion process explains Cl concentration and δ37Cl profiles in Oxfordian Limestone. This process implies a mean upward flux of chloride in the 2.6 10−8-8.2 10−8 mole/m2/yr range from the clay formation towards upper limestones where a westward advective flow disperses the chloride. The modelling and knowledge of underground water transfer suggest a maximum effective Cl-hydrodynamic vertical dispersion coefficient (= vertical Cl-transport coefficient) of ∼7.6 10−10 m2/s.Chlorine transfer through the Callovo-Oxfordian clay, since deposition 160My ago, can be mainly described by the interplay of an early dilution and a later hydrodynamic dispersion event which has apparently erased most of the isotopic effects of diagenetic events (such as early diffusion, ion filtration etc.). 相似文献
9.
通过对矿区含、隔水层及断层带水文地质特征的分析和井下水文地质现象的观测,认为目前矿井开采煤层较浅,以二1煤顶板直接含水层充水为主,水量不大;但随采掘的延深,煤层下伏的太原组灰岩和奥灰含水层,会在断层的影响下,与其它含水层发生水力联系,对矿井开采形成威胁。根据对矿井充水因素的分析结果,指出目前矿井的充水强度不大,充水通道主要为断层带,在开拓-800m水平时,应注意构造破坏或隔水层薄弱地段,此地段有可能出现奥灰水突入矿井的危险。为防止矿井突水,提出了建立健全地下水观测系统,加强井下钻探和物探工作,重视邻近矿井老窿水监测等矿井水害防治工作建议。 相似文献
10.
沙曲井田位于山西河东煤田离柳矿区的中部,处在柳林泉域岩溶水系统的径流区。矿区奥灰水水量大,水位标高为+797～+802m,其中的4#煤底板承受奥灰水压2～5MPa,10#煤底板承受奥灰水压3～6MPa,属带压开采矿井。利用井田以往的地质及水文地质勘探资料,应用GMS软件建立矿区三维立体模型和地下水渗流的数学模型,实现水文地质结构三维可视化,使数学模型能正确地反映预测区的水文地质条件,达到数值仿真效果;应用有限差分数值法,对开采上组煤(3#+4#)和下组煤(8#+9#、10#)时,石炭系太原组灰岩含水层和奥陶系峰峰组含水层的疏降进行矿井涌水量预测,为矿井的安全生产和防治水工作提供依据。 相似文献
11.
由于地下水突涌风险,地下空间在施工作业中有必要通过抽水试验确定承压含水层的水文地质参数。依据勘察报告的初步评价,基坑开挖15.5m时,场地内第⑦1层承压含水层有可能产生突涌,为确保工程安全施工,需开挖前进行承压含水层抽水试验,取得场地承压含水层水文地质参数及降水引起的沉降特征,为地下空间设计和施工提供可靠依据。本次布设抽水井、观测井、分层沉降标组、孔隙水压力观测孔及地面沉降观测点,依据抽水试验技术要求获取渗透系数、抽水影响半径等相关水文地质参数。最后,针对工程场地内承压水情况及特点进行分析,提出基坑开挖时的承压水降压建议方案。 相似文献
12.
九里山矿水文地质条件复杂,矿井最高排水量为104．20m^3／min,吨煤排水量为116．87m^8,长期达不到生产能力。分析了矿区的地层、构造和水文地质条件,认为L9灰岩含水层是矿区的主要充水水源,充水通道为断层带及底板底鼓引起的裂隙带。另外,钻孔及注浆过程中的水位变化证实了L2潜伏水头的存在。指出矿区突水水量大的主要原因是：在采掘（工作面回采、巷道掘进）、矿压、水压的作用下,煤层底板的完整性被破坏而产生裂隙,当这种裂隙和L2灰含水层的潜伏水头沟通时,就会产生L2灰含水层的突水。据此提出了目前应对突水的措施是在14101工作面布置钻孔注浆,封堵煤层至O2灰含水层之间的所有含水层。 相似文献
13.
Zakynthos, an island of 408 km2 in the Ionian Sea, is completely dependent on its groundwater resources for fulfilling the demands of the water supplies.
The use of groundwater resources has become particularly intensive during the last decades because of the intense urbanization,
the tourist development and the irrigated land expansion that took place. The main aquifers are developed in limestones (karstic),
sandstones of neogene deposits (confined) and alluvial deposits (phreatic). This paper focuses on the assessment of their
hydrogeological characteristics and the groundwater quality. For this investigation, groundwater level measurements, drilling
data, pumping tests and chemical analyses of groundwater samples were used. The average annual consumption that is abstracted
from the aquifer systems, is 4.9 × 106 m3 year−1. The exploitable groundwater reserves were estimated to be 3.3 × 106 m3 year−1. In the last decades, the total abstractions exceed the natural recharge, due to the tourist development; therefore the aquifer
systems are not used safely. The results of chemical analyses showed a deterioration of the groundwater quality. According
to the analyses the shallow alluvial aquifer and the confined aquifer are polluted by nitrates at concentrations in excess
of 25 mg L−1. High sulphate concentrations might be related to the dissolution of gypsum. Seawater intrusion phenomena are recorded in
coastal parts of aquifer systems. The increased Cl− concentrations in karstic aquifer indicate signs of overexploitation. Strengths, weaknesses, opportunities and threats (SWOT)
analysis was applied in order to evaluate the SWOT of the groundwater resources. Moreover, some recommendations are made to
assist the rational management that aim at improving the sustainability of the groundwater resources of Zakynthos Island. 相似文献
14.
大淑村井田周边赋存的断层均为倾向井田外侧的正断层,致使井田部位相对抬升,切断了含水层的补给来源,地下水补给、排泄不良,井田处于相对封闭的水文地质单元之中。井田内开采上组煤的主要充水含水层为大煤顶板砂岩含水层,次为野青灰岩和伏青灰岩含水层;煤层回采冒落后,下石盒子组底部砂岩含水层将成为间接充水含水层。这些含水层的富水性弱,单位涌水量均小于0．05L／（s·m）,因此,大淑村井田开采上煤组的矿井水文地质类型为中等,矿井受水害的影响不大,矿井防治水的工作简便易行。 相似文献
15.
The Mamora aquifer, in the northern Moroccan Meseta, constitutes the main regional water resource. Its impermeable basement is mostly composed of blue marls. The lithostratigraphy of the basin aquifer is characterised by a sequence of sandstones, sandy limestones, conglomerates and sandy clays.The structure of the basement of the Mamora aquifer, deduced from electrical resistivity measurements, allowed the hydrogeological behaviour of the reservoir, and the direction of the groundwater flow, to be established. The combination of the lithological, morphological, piezometric, geophysical and structural investigations revealed a northward thickening of the substrate with groundwater flow towards the Rharb (to the north) and towards the Atlantic Ocean (northwest). This ‘multicriteria’ approach enabled a structural model to be defined, which correlated well with the aquifer geometry and the groundwater flow. The variability of the hydrogeological units, and the northward thickening of the sedimentary facies, were controlled by northeast-southwest orientated faults, which affect their impermeability. 相似文献
16.
Earth fissures triggered by groundwater withdrawal and coupled by geological structures in Jiangsu Province,China 总被引：3，自引：0，他引：3
Earth fissures in Jiangsu Province, China have caused serious damages to properties, farmlands, and infrastructures and adversely
affected the local or regional economic development. Under the geological and environmental background in Jiangsu Province,
this paper presents the earth fissures caused by excessive groundwater withdrawal and coupled by distinctive geological structures
such as Ancient Yellow River Fault in Xuzhou karst area, and Ancient Yangtze River Course and bedrock hills in Suzhou, Wuxi,
and Changzhou area. Although all the earth fissures are triggered by groundwater exploitation, the characteristics are strongly
affected by the specific geological and hydrogeological settings. In particular, in the water-thirsty Xuzhou city, the cone
of depression caused by groundwater extraction enlarged nearly 20 times and the piezometric head of groundwater declined 17 m
over a decade. As groundwater is extracted from the shallowly buried karst strata in the Ancient Yellow River Fault zone,
the development of earth fissures is highly associated with the development of karstic cavities and sinkholes and their distribution
is controlled by the Ancient Yellow River Fault with all the 17 sinkholes on the fault. On the other hand, in the rapidly
developing Southern Jiangsu Province, groundwater is mainly pumped from the second confined aquifer in the Quaternary, which
is distributed neither homogeneously nor isotropically. The second confined aquifer comprises more than 50 m thick sand over
the Ancient Yangtze River Course, but this layer may completely miss on the riverbank and bedrock hills. With a typical drawdown
rate of 4–6 m per annum, the piezometric head of groundwater in the second confined aquifer has declined 76 m at Maocunyuan
since 1970s and 40 m at Changjing since mid-1980s, and a large land subsidence, e.g., 1,100 mm at Maocunyuan, is triggered.
Coupled with the dramatic change of the bedrock topography that was revealed through traditional geological drilling and modern
seismic reflection methods, the geological-structure-controlled differential settlement and earth fissures are phenomenal
in this area. 相似文献
17.
高阳煤矿主采太原组9-10-11#煤层,矿区内断层、陷落柱发育,奥陶系灰岩溶裂隙水是威胁矿井安全开采的主要水源。据井下突水资料及地面水文地质勘探成果,总结出奥陶系峰峰组岩溶裂隙含水层的赋存特征:①从垂向上看,一段以泥灰岩、石膏、硬石膏为主,为相对隔水层,二段由青灰色及黑色厚层状泥晶、粉晶灰岩组成,钻探可见岩溶裂隙,富水性中等;②从水平方向上看,西部埋藏较浅区富水性明显强于中、东部深埋区,且在向斜轴部出现滞流区;③水位西高东低,相差近300m;④顶部存在隔水层段,隔水层厚度一般3.09~34.01m;⑤水位和水化学特征对比发现,峰峰组与马家沟组含水层没有水力联系;⑥地下水总体自西向东,自北向南径流,侧向径流排出井田外。该研究为煤矿底板水的防治提供了依据。 相似文献
18.
鹤煤集团寺湾矿由于受F8断层影响,断层东翼奥灰水侧向补给西翼二灰含水层,使该矿水文地质条件复杂化,存在突水隐患。采用瞬变电磁勘探、地质钻探、放水试验等手段进行综合分析,查明F8断层导水通道的具体位置。通过地面帷幕注浆,封堵断层带附近二灰岩裂隙,沿断层西盘形成一道连续的阻水帷幕,切断奥灰水对二灰水的补给通道,降低矿井的排水量。通过注浆,奥灰水通过F8断层侧向补给西翼二灰的水量由原来的802m3/h减少到202m3/h,断层堵水率为74.8%,堵水效果明显。该研究对今后矿井水害治理,具有一定的参考意义。 相似文献
19.
A new hydrostratigraphic model of Venice area (Italy) 总被引：3，自引：3，他引：0
Matteo Cultrera Renzo Antonelli Giordano Teza Silvia Castellaro 《Environmental Earth Sciences》2012,66(4):1021-1030
Two environmental problems affect the Venice area: subsidence, which has been increasing due to the intensive water abstraction after the Second World War, and contamination of the soil and shallow aquifers. In order to address these problems, which are decisive factors in the entire Venetian ecosystem, the aquifer structure must be known in detail. The lithologic data are abundant and of good quality up to a depth of 50 m, whereas boreholes beyond this depth are much rarer and more dispersed, making their associated lithological data unreliable. This work, which uses the available data together with fast and low cost passive seismic measurements, provides an improved understanding of the deeper hydrogeologic domain. For this purpose, a MATLAB package (Modalstrata) has been developed to improve the correlation of the stratigraphic succession for each selected homogeneous sub-area and applied to obtain a new, upgraded hydrostratigraphic model. The horizontal to vertical spectral ratio passive seismic surveys have confirmed the lateral correlations among the sample areas at least for the two main aquifer horizons. Analysis and comparisons of several previous studies performed on the data related to the only drilling continuous coring 951 m deep in the Tronchetto Island (Venice), have allowed a satisfactory validation of the proposed hydrogeological model. 相似文献
20.
Pascal Sailhac Maksim Bano Mickael Behaegel Jean-François Girard Ester Falgàs Para Juanjo Ledo Guy Marquis Pierre-Daniel Matthey José Ortega-Ramírez 《Comptes Rendus Geoscience》2009,341(10-11):818-830
We consider a series of hydrogeophysical techniques that provide a multiscale investigation of the water content in the vadose zone and of the perched aquifer at the experimental site of “La Soutte” in the Vosges Mountains (France). It is located in a catchment area where several springs and streams occur along fractured volcanic and weathered plutonic rocks. The site is the object of a long-term study that uses both continuous and repeated measurements to monitor hydrogeological processes. The main results from AMT and DC resistivity techniques allow the determination of a high-resolution 3D resistivity model over a large range of depths (from 100 to 103 m). We discuss their use and propose a hydrogeological model (porosity, water conductivity and water content). We also use MRS and GPR for a detailed investigation of the shallow part of the catchment that consists of soil and weathered rocks of highly varying thickness (0 to 15 m). MRS is used to map the thickness and total water volume content by unit surface of the saturated weathered zone. It also yields estimates of the vadose zone thickness through the depth to the top of the saturated zone. Moreover, we show results from GPR CMP measurements that yield estimates of the water content and porosity in the shallowest layer (0–30 cm) by simple interpretation of the ground direct wave. 相似文献