共查询到19条相似文献，搜索用时 140 毫秒
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为提升对山西省地下流体观测井承压性的进一步认识,以位于该省北、中、南部的朔州井、静乐井、祁县井、洪洞井和东郭井为研究对象,选取水位、气压观测数据,并利用井水位的理论固体潮数据,分别对井水位进行气压的阶跃响应函数计算、FFT频谱和潮汐相位响应分析,综合判定地下流体观测井—含水层类型,结果表明,5口观测井地下水埋藏类型均为半承压水。 相似文献
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降雨对汤坑群井水位动态影响的剖析 总被引：2，自引：0，他引：2
本文详细调查汤坑盆地水文地质条件的基础上，系统分析了盆地内６口地震地下水动态观测井的水位年、月、日动态及其与相应时段的雨特征的关系，提出了该区深井承压水的水动力系统与水动态类型的多样性、井区降雨对不同频带的井水位动态影响的差异性与对不同井的水位动态影响的复杂性及降雨对深井水位动态影响是以水压力传导为主的认识与观点。 相似文献
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甘18井水位观测结果与景泰地震 总被引：2，自引：0，他引：2
甘１８井位于兰州市七里河区崔家崖大滩，于１９８２年起投入地震监测。本文介绍了该井１９８５－１９９３年期间的观测结果，分析了Ｍ２波潮汐因子和水位月均值的动态特征，讨论了黄河水位、降雨和气压对该井水位的可能影响。基于水位月均值残差曲线讨论了该井水位对景泰地震的前兆响应。 相似文献
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以新04井静水位为研究对象,分析气温、气压和地下水理论固体潮对新04井静水位的影响特征,并探讨其机理.结果表明:① 气温、气压对新04井静水位长趋势变化和短周期变化影响均比较大,而地下水固体潮对新04井静水位变化影响很小;② 气温是静水位年变化最主要的影响因素,表现为中高度线性负相关,参与计算的2段观测数据中,2007... 相似文献
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从自然环境、人为因素、观测技术系统和地球物理事件等方面总结长沙井水位在日常观测中可能遇到的干扰因素,分析不同干扰因素对长沙井水位观测数据产生的影响,归纳其干扰特征.结果表明,长沙井水位受到的自然环境干扰主要有气压、降雨和雷电等;人为干扰主要包括更换仪器、井房改造、清理排水管路和调节气氡进水量等;观测系统干扰主要为排水管堵塞和供电故障;地球物理事件干扰主要为同震响应.不同干扰因素引起的干扰特征各不相同.本次研究不仅能够提高对非地震前兆异常的识别能力,同时还能够促进对地震前兆异常信息的有效提取. 相似文献
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井水位作为一种灵敏的体应变仪,是一种重要的前兆观测资料,有望用于提取地下应力和介质变化信息。目前我国已建成较为密集的地震地下水观测井网,积累了大量的波形记录,为建立地下水位变化模型、提取应力及介质变化信息和开展地震预测研究等提供了基础性平台。然而,由于井水位受多种因素影响,水位变化的信噪比很低,从水位中提取含水层物性和应力变化的模型、方法和规律都有待深入研究。本论文围绕井水位对气压和潮汐这两种天然载荷的响应特征与机理开展研究。从中国大陆地震地下水观测井网选取了一些气压和水位较为连续、稳定的台站资料,用于发展井水位微弱信号分析方法;利用汶川地震和芦山地震水位资料,分析同震水位阶变类型,区分动态和静态应力变化的作用;利用全频带气压响应分析井水含水层的承压特性,尝试反演含水层物性;选取潮汐响应敏感的台站,利用水位对潮汐的相位响应进行含水层渗透率变化的分析。研究得出:(1)通过井水位传递函数的多次叠加可以大幅度提高信噪比,首次在一些台站获得了井水位对气压的全频带响应。(2)发展了全频带气压响应拟合反演含水层物性的方法,相对于低频带和几个潮汐频点拟合,全频带拟合可以提高反演的可靠性,降低强能量潮汐频点的影响。分析了含水层的承压状况以及井筒的储集效应,计算获得了承压含水层的压缩系数、孔隙度等参数。(3)汶川地震近场水位阶变主要与静态应力变化有关,而芦山地震400km范围内的井水位同震响应与静态应力变化无关,这种差别可能与地震能量和地质构造等因素有关。(4)无论汶川地震还是芦山地震,不管水位同震变化是上升还是下降,多数台站同震引起的含水层渗透率都增大,表明渗透率的增强可能主要与动态应力有关,而与静态应力变化关系不大。(5)芦山地震引起的水井渗透率增大在震后一年内基本恢复到震前水平,而汶川地震引起泸沽湖井的渗透率增大明显,并在约6年后仍然没有恢复到震前水平,推测该区域在汶川地震中有新的裂隙产生。 相似文献
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地下水位观测值的影响因素包含降雨、气压、固体潮、地质构造作用等.为凸显地质构造作用对地下水位的影响,需要滤除降雨、固体潮、气压等因素的影响量.本文首先分离地下水位受固体潮、气压作用的影响量;然后依据降雨影响地下水位可以分为长期和短期变化的思路,利用基流分割方法对地下水位的两种变化进行分离,确定地下水位的降雨影响量;最后分析各分量异常与地震活动性关系,探查其中包含的地震前兆信息.本文的研究思路为地下水位观测值中地震前兆信息研究提供了一套可供尝试的系统技术方法. 相似文献
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Gunnar Lischeid Marco Natkhin Jörg Steidl Ottfried Dietrich Ralf Dannowski Christoph Merz 《Advances in water resources》2010
The biosphere reserve Schorfheide-Chorin is a scenic region with many lakes. Hydraulic coupling between lakes and groundwater is difficult to assess due to the very heterogeneous Pleistocene deposits with a complex layering of different aquifers, part of them being confined. Thus, a principal component analysis of time series of groundwater and lake water levels was performed. The first two principal components provided a quantitative measure of damping of the input signal, i.e., the extent to which time series of groundwater pressure heads or lake water levels are smoothed and delayed with respect to the input signal, i.e., groundwater recharge or precipitation minus evapotranspiration, respectively. The lakes differed substantially with respect to damping behaviour, indicating different impacts of deep groundwater contribution. For most of the groundwater wells, damping increased linearly with mean depth to water table. In contrast, some wells exhibited nearly identical behaviour independent of depth. High-pass filtered data of water table level from these wells were strongly and inversely correlated with those of barometric pressure fluctuations, pointing to a confined aquifer which was evidently not connected to the adjacent lake. 相似文献
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井水位前驱波与气压、 风、 降雨及强震关系的分析 总被引：12，自引：0，他引：12
对山西朔州井与静乐井水位前驱波与气压、 风、 降雨及强震关系进行定量、 半定量统计分析的结果表明, 前驱波引起的井水位变幅与气压引起的井水位的水位变幅不一致, 前驱波的周期与气压、 风、 降雨周期不匹配, 出现的时间不同步, 形态差异也很大, 与短时间集中降雨也无明显的对应关系。 前驱波与强震之间存在较好的对应关系, 对应率在50%左右。 井水位前驱波现象不是气压、 风、 降雨等干扰因素的短期突变所造成的, 可能反映了大震前震源内部信息。 相似文献
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针对2008年汶川MS 8.0地震后江苏地区的地震观测井水位上升现象,选取了苏18井和井周边地表水进行了水化学和物理分析,研究了井水位异常与地表水和大气降水的补给关系,讨论了井水补给来源及其与高邮-宝应MS 4.9地震的关系。离子含量和氢氧同位素结果表明,苏18井水主要为大气降水成因,存在一定的水岩作用。应用氯离子分析降水对地下水的补给,其结果显示大气降水在井水补给源中占了重要份额,井水位的突然上升与同期降水量增加有一定关系。水库水与苏18井水之间存在水力联系,大气降水增多致使水库水位升高,对该井水位变化有一定的影响。综合分析认为,大气降水的增多致使水库蓄水增加,水库水通过侧向渗透补给造成了2011年苏18井的水位显著升高。苏18井异常不是由构造活动引起的,作为高邮-宝应MS 4.9地震的前兆依据不充分。水化学和物理结合的方法为今后判别地下水位异常干扰提供了依据。 相似文献
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A detailed investigation was carried out to evaluate long-term groundwater level fluctuation in regular monitoring wells constructed by the Ministry of Water Resources in Barka, Sultanate of Oman. For this study, groundwater level data for 71 wells and rainfall data from six stations were collected from 1984 to 2003 and analysed. Based on long-term water level fluctuation, groundwater wells are classified into three groups. In group 1, water level shows a long-term cyclic trend without yearly fluctuation whereas in group 2 the water level declined continuously until 1995 followed by a constant water level. In group 3, water level decreases continuously throughout the study periods with rapid annual cyclic variation. Group 1 wells show high water-level fluctuations (5 to 10 m) and seem to be regulated by discharge (lateral flow) from this aquifer and recharge from the adjacent Jabal Akhdar mountainous region. Constant trend in water level after 1995 in group 2 wells illustrates the advancement of saline–fresh water interface to the inland due to heavy pumping which is justified by higher electrical conductivity and Cl/HCO3 ratio. In group 3 wells, the water level dropped continuously due to overabstraction by agricultural farms and human settlements. In addition, wells existing near the recharge dams express the influences of recharge dams and rainfall, and exhibit high water-level fluctuations during heavy rainfall periods. The long-term regional variation indicates that water level drops continuously in the coastal and central parts of the study region. Linear regression analysis revealed that the decline in water level is 0·3–0·4 m year−1 near the coastal and central parts of the study area and is almost constant in the remaining area. We conclude that the contribution of man-made activities on groundwater level is well compared with natural factors. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
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以井—含水层系统潮汐理论为基础,利用Baytap-G潮汐分析程序计算鲁14井数字化水位的潮汐响应特征参数,提取井水位潮汐因子和相位差,分析远场大震前后井水位潮汐响应特征参数的变化情况,同时对固体潮和气压影响量进行分离,以期深入了解井水位微动态变化特征,为该井水位观测资料的动态评价和效能评估提供参考。结果表明：鲁14井潮汐地下水流类型以径向流为主,潮汐因子和相位差变化相对稳定,但受远场大震影响显著,其含水层渗透性随潮汐参数的增大（减小）而增大（减小）;地震波作用可使含水层渗透性发生变化,但并非导致含水层渗透性变化的主要因素。 相似文献
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An investigation of groundwater table fluctuations induced by rainfall should consider interactions between the liquid and gas phases in soils. In this study, a water‐air two‐phase flow model was initially verified by simulating an infiltration experiment. It was then employed to model the interactions between liquid and gas phases regarding actions of airflow on the groundwater table and the fluctuations of the phreatic level and water level in the well induced by rainfall. The effects of airflo7w caused by rainfall on phreatic level fluctuations were also studied quantitatively by comparing the results obtained using the proposed model with those obtained from a water single‐phase flow model. The simulation results show that in addition to actual recharge, compressed airflow in unsaturated zones causes the phreatic level to increase, but the rise in the phreatic level is lower than that in the pore‐air pressure head in unsaturated zones due to the mitigation of capillary fringe. The existence of airflow enhances the phreatic level rise during and after rainfall. In addition, the water level in the well, pushed by the phreatic level fluctuations, varies similarly to the phreatic level, but it experiences somewhat delayed and slightly attenuated. The Lisse effect precisely reflects the phreatic level fluctuations before actual recharge. Furthermore, the fluctuations in the phreatic level and water level in the well and the contributions of airflow to phreatic level fluctuations are affected by many factors: rain intensity, initial moisture, overlying aquitard, groundwater table depths, and screen depths of the well. 相似文献