北京市平原区地下水养蓄控高水位及其约束下的地下水库调蓄空间计算

北京市平原区地下水长期的超量开采导致地下水位持续下降和储量资源大量亏损,并引发了一系列环境地质问题,南水北调工程引水入京为地下水资源蓄养提供了条件,地下水超采困境将逐步得以改善。由于地下水位下降造成的非饱和地下空间受人类干扰明显,恢复地下水位必须考虑人为因素的影响。本文论述了北京平原区（不合延庆）建[构]筑物地下基础与固体废弃物的填埋场对于地下水位上升的制约作用,提出了相应的地下水限制恢复水位,利用克里金插值法绘制出限制曲面。在此基础上,从历史上曾经存在的、由实际地下水开采结构控制的水位流场中,寻找最接近的限制水位作为地下水回升的控高目标,并计算了地下水库中能够用于水资源储存的可恢复调蓄空间。     

地下水位变化对桂林地区地基基础的影响

不同季节桂林地区的地下水位变化较大。通过分析发现,地下水位的变化对地基的稳定不利。地下水位上升将降低地基土承载力特征值f a 和软弱下卧层地基承载力特征值f az ,并影响到地基换土垫层的处理设计; 而地下水位下降将加大地基沉降。因此,《地基规范》第5. 3. 5条地基变形验算没有考虑地下水位变化的影响是不合适的。为此,建议对于受地下水位影响的地基,宜按分层总和法进行地基变形计算。此外,由于桂林漓江沿岸不少的地基主要由砂砾土组成,地下水位上升还会增加砂、砾石土地基基坑主动土压力,但对于粘性土的基坑土压力则影响不明显。      

地下水位变动对周边建筑物沉降影响分析

对某水库的滨库地区建筑地基受地下水变化影响进行实验研究。通过实验分析得出水位变化后从自然状态到饱和状态,各土层的压缩模量都有一定幅度的降低,粘土层降幅最为明显,可见土层中黏土含量多少直接饱和后压缩模量降幅。在考虑滨库地区建筑受到水库水位变化引起的地下水位变化影响时,优先分析水位抬升对引起的地基形变,其中,水位变化产生的压缩模量附加形变是对建筑物地基安全影响较为显著的因素,特别是当底层结构跨越出现在统一地基时,对建筑无安全影响更加突出。     

青藏高原多年冻土退化对蒸散发的影响

青藏高原作为“亚洲水塔”对气候变化极为敏感,研究气候变化下青藏高原多年冻土退化对蒸散发的影响有助于理解多年冻土地区水文过程对气候变化的响应情况。基于Budyko-Fu假设,构建了考虑多年冻土活动层厚度变化的水热耦合模型,建立了符合青藏高原多年冻土区的模型参数化方案,通过设置情景假设探讨了多年冻土退化对蒸散发的影响。模拟结果表明：1982—2018年青藏高原多年冻土区平均年蒸散发为275.6 mm,空间分布由东南向西北递减;研究区年蒸散发整体上以3.57 mm/a的速率上升。多年冻土活动层加深会引起蒸散发的增大,忽略冻土退化因素将导致约2.2%的蒸散发低估。冻土退化对蒸散发的影响呈现显著的空间异质性,土壤有效含水量和植被覆盖度越低的地区,蒸散发对冻土退化的响应越敏感。     

甲苯在土壤地下水中迁移规律研究

石油泄漏导致甲苯等有机污染物污染土壤地下水,并且甲苯等石油类有机污染物对土壤地下水污染具有隐蔽性强、难以逆转等特点,污染治理难度大。因此,研究甲苯有机污染物在土壤地下水中运移规律是治理的关键。该文以某污染场地为研究区,以甲苯有机污染物为研究对象,考虑了淋滤、吸附的影响,采用模型计算方法,分析了甲苯在污染场地土壤地下水中迁移规律。结果表明：甲苯在土壤地下水中迁移过程中,淋滤作用对甲苯浓度变化影响显著;吸附影响下扩散作用及地下水位变化对甲苯迁移产生的影响均受到抑制。该文获得的甲苯在土壤地下水中迁移规律可为甲苯有机污染物污染场地修复提供依据。     

地下核爆炸引起地下水异常运动规律的初步探讨

当核装置置于地下水位附近爆炸时,它所产生的巨大能量将导致周围岩体中的地下水发生极大的异常运动。据国外报道,在爆后短期内就可使地下水位上升或下降几米、几十米甚至达千米以上,同时,使地下水流向和流速也相应在一定时期内发生紊     

地下水对岩土工程的影响分析及对策

地下水对岩土工程的设计、施工影响巨大。静止地下水位、地下水位下降、地下水位上升、无压渗流、有压渗流、承压水等地下水动态变化,会引起岩土的力学性质指标发生改变,同时产生水压力、浮力、渗透压力、渗透力,引起滑坡、地面沉降、基坑隆起、流土等一系列工程问题。文章分析探讨了地下水对地基、边坡稳定的破坏机理、影响因素,给出了地面沉降量、地基回弹量、抗渗流稳定性、边坡稳定性等计算公式。针对地下水产生的各种工程问题,提出了相应的对策及建议。     

地下水的分布形态对高层建筑地基承载力的影响

运用两种地基承载力计算理论,通过分析比较地下水的分布对高层建筑和多层建筑地基承载力的影响,着重阐明了地下水位的变化以及地下水的多层分布对高层建筑地基承载力的影响。工程实例分析结果表明,在高层建筑承载力计算中,只考虑一层地下水的情形,有较大的偏差。为了对高层建筑的地基承载力作出合理而有效的评价,必须要查明地下水在其最大影响深度范围内的分布形态以及动态变化趋势。     

东北多年冻土地区地基承载力对气候变化敏感性分析

近年来,中国东北多年冻土地区正处于显著的增温过程中。由此导致多年冻土逐渐退化,并严重影响到构筑物的稳定性。以0.05 ℃的年平均气温上升率为背景,采用带有相变的传热学有限元方法,对中国东北多年冻土地区不同初始气温条件和不同含冰量类型冻土的地基温度状况以及季节活动层厚度变化进行了模拟;利用温度场有限元数值试验结果和已有承载力试验数据分析了不同类型冻土地基的力学性质对气温变化敏感性,评估了气温变化对各类冻土地基承载力的影响。气候变化对多年冻土地区构筑物稳定性影响程度取决于两个环节：其一,冻土地基温度状况对气候变化的响应;其二,冻土地基力学性质对地基温度变化的敏感性。研究结果表明,冻土地基含冰量和温度状态对其承载力随气温变化的敏感性具有显著的影响。含土冰层地基承载力对气温变化最为敏感,气温变化对高温冻土地区浅层地基承载力以及桩-土冻结强度影响较大;而深基础桩端冻土地基承载力受气候变化影响相对较小。     

青海省民和县中川乡美一和美二村地下水位上升原因分析

民和县中川乡美一和美二村因为地下水位上升引发了一系列不良反应。根据研究区的地质环境条件,分区计算地下水补给量与排泄量,定量讨论地下水上升原因,结合研究区水位地质条件和工程环境定性讨论地下水位上升原因。综合分析认为,区内地下水位上升主要原因是修建防渗堤坝使堤内地下水排泄不畅,导致地下水位上升。     

A conceptual approach for assessing the impact of climate change on groundwater and related surface waters in cold regions (Finland)

A literature review of the impacts of anticipated climate change on unconfined aquifers is presented, along with a conceptual framework for evaluating the complex responses of surface and subsurface hydrology to climate variables in cold regions. The framework offers a way to conceptualize how changes in one component of the system may impact another by delineating the relationships among climate drivers, hydrological responses, and groundwater responses in a straight-forward manner. The model is elaborated in the context of shallow unconfined aquifers in the boreal environment of Finland. In cold conditions, climate change is expected to reduce snow cover and soil frost and increase winter floods. The annual surface water level maximum will occur earlier in spring, and water levels will decrease in summer due to higher evapotranspiration rates. The maximum recharge and groundwater level are expected to occur earlier in the year. Lower groundwater levels are expected in summer due to higher evapotranspiration rates. The flow regimes between shallow unconfined aquifers and surface water may change, affecting water quantity and quality in the surface and groundwater systems.     

张掖盆地地下水位上升成因探析

张掖盆地80年代中期以来,地下水位处于区域性持续下降过程。2001年9月以来,盆地中北部地下水位停止下降开始出现上升趋势,特别是2005年9月以来,张掖盆地地下水位突然大面积上升。分析认为,地下水位上升主要是补给量的增加所致,主要增加途径有两个：一是本世纪以来,受全球气候转暖的影响,祁连山中西部的冰川融水和降水量明显增加,使祁连山区各河流出山径流量亦相应的增加,而出山河流作为盆地内地下水的主要补给来源,它的增加则意味着盆地地下水补给量的增大;二是黑河河床过水时间增加,在流经盆地第四系粗颗粒相强导水的洪积扇地带,大量“线状”入渗,使地下水补给量增大,引发沿河地下水位上升,导致向黑河排泄的黑河以东地下水径流受阻。     

Impacts of sea-level rise and urbanization on groundwater availability and sustainability of coastal communities in semi-arid South Texas

The sea levels along the semi-arid South Texas coast are noted to have risen by 3–5 mm/year over the last five decades. Data from General Circulation Models (GCMs) indicate that this trend will continue in the 21st century with projected sea level rise in the order of 1.8–5.9 mm/year due to the melting of glaciers and thermal ocean expansion. Furthermore, the temperature in South Texas is projected to increase by as much as 4 °C by the end of the 21st century creating a greater stress on scarce water resources of the region. Increased groundwater use hinterland due to urbanization as well as rising sea levels due to climate change impact the freshwater-saltwater interface in coastal aquifers and threaten the sustainability of coastal communities that primarily rely on groundwater resources. The primary goal of this study was to develop an integrated decision support framework to assist land and water planners in coastal communities to assess the impacts of climate change and urbanization. More specifically, the developed system was used to address whether coastal side (primarily controlled by climate change) or landward side processes (controlled by both climate change and urbanization) had a greater control on the saltwater intrusion phenomenon. The decision support system integrates a sharp-interface model with information from GCMs and observed data and couples them to statistical and information-theoretic uncertainty analysis techniques. The developed decision support system is applied to study saltwater intrusion characteristics at a small coastal community near Corpus Christi, TX. The intrusion characteristics under various plausible climate and urbanization scenarios were evaluated with consideration given to uncertainty and variability of hydrogeologic parameters. The results of the study indicate that low levels of climate change have a greater impact on the freshwater-saltwater interface when the level of urbanization is low. However, the rate of inward intrusion of the saltwater wedge is controlled more so by urbanization effects than climate change. On a local (near coast) scale, the freshwater-saltwater interface was affected by groundwater production locations more so than the volume produced by the community. On a regional-scale, the sea level rise at the coast was noted to have limited impact on saltwater intrusion which was primarily controlled by freshwater influx from the hinterlands towards the coast. These results indicate that coastal communities must work proactively with planners from the up-dip areas to ensure adequate freshwater flows to the coast. Field monitoring of this parameter is clearly warranted. The concordance analysis indicated that input parameter sensitivity did not change across modeled scenarios indicating that future data collection and groundwater monitoring efforts should not be hampered by noted divergences in projected climate and urbanization patterns.     

Groundwater sustainability assessment in coastal aquifers

The present work investigates the response of shallow, coastal unconfined aquifers to anticipated overdraft conditions and climate change effect using numerical simulation. The groundwater flow model MODFLOW and variable density groundwater model SEAWAT are used for this investigation. The transmissivity and specific yield estimated from the existing database range from 10 to 810 m ²/day and 0.08% to 10.92% respectively. After successful calibration with Nash–Sutcliffe efficiency greater than 0.80, the values of horizontal hydraulic conductivity and specific yield of the unconfined aquifer were set in the range 1.85–61.90 m/day and 0.006–0.24 respectively. After validating the model, it is applied for forecasting the aquifer’s response to anticipated future scenarios of groundwater draft, recharge rate and sea level rise. The findings of the study illustrate that saltwater intrusion is intensified in the area adjoining the tidal rivers, rather than that due to the sea alone. Of all the scenarios simulated, the immense negative impact on groundwater quality emerges due to overdraft conditions and reduced recharge with the areal extent of seawater intrusion exceeding about 67% (TDS >1 kg/m ³). The study also arrives at the conclusion that, regional sea level rise of 1 mm/year has no impact on the groundwater dynamics of the aquifer.     

Climate change and groundwater conditions in the Mekong Region–A review

Changes in the climatic system introduce uncertainties in the supply and management of water resources. The Intergovernmental Panel on Climate Change(IPCC) predicts an increase of 2 to 4 °C over the next 100 years. Temperature increases will impact the hydrologic cycle by directly increasing the evaporation of surface water sources. Consequently, changes in precipitation will indirectly impact the flux and storage of water in surface and subsurface reservoirs(i.e., lakes, soil moisture, groundwater, etc.). In addition, increases in temperature contribute to increases in the sea level, which may lead to sea water intrusions, water quality deterioration, potable water shortages, etc. Climate change has direct impacts on the surface water and the control of storage in rivers, lakes and reservoirs, which indirectly controls the groundwater recharge process. The main and direct impact of climate change on groundwater is changes in the volume and distribution of groundwater recharge. The impact of climate change on groundwater resources requires reliable forecasting of changes in the major climatic variables and accurate estimations of groundwater recharge. A number of Global Climate Models(GCMs) are available for understanding climate and projecting climate change.These GCMs can be downscaled to a basin scale, and when they are coupled with relevant hydrological models, the output of these coupled models can be used to quantify the groundwater recharge, which will facilitate the adoption of appropriate adaptation strategies under the impact of climate change.     

1998年以来兰州市地下水环境变化及驱动因素

以地下水污染调查数据、地下水监测数据和遥感数据为基础,分析了1998年以来（1998—2019年）兰州不同区域地下水环境变化趋势,探讨了土地利用变化、污染源排放、地下水开采等城市发展要素对地下水的影响。结果表明：1998年以来兰州市地下水环境变化的主要特征是水质恶化、水位上升。溶解性总固体、总硬度、硝酸根、氟等典型水化学指标在大部分地区呈稳定上升趋势,局部地下水中硝酸根比重增加,出现了硝酸型地下水。污染负荷增加是水质恶化的重要驱动因素,且恶化指标与城市主体功能存在直接关系,城关区是主要的居住、商业区,水质恶化的典型指标为硝酸盐;西固区是化工、冶炼等重工业集中区,地下水污染程度最重,反映工业污染的氟化物上升显著;七里河区、安宁区是商业、居住及轻工业的综合分布区,矿化度、总硬度、硝酸根等指标都有不同程度上升,但升幅不大。西固及三滩地区地下水位上升较为明显,其他城区相对稳定,城市不透水界面阻碍了降雨、灌溉等地表垂直入渗,使地下水位年内波动趋于平缓;水源地开采量减少、沿河工程建设以及地下管网渗漏等因素导致地下水补径排条件发生变化,不仅引起城区地下水位上升,还能够增强污染物淋滤和地下水蒸发浓缩,对水化学环境造成一定影响。     

填土斜坡的排水条件对斜坡稳定性的影响

降雨是导致斜坡破坏的主要原因。地下水位上升和在土中渗流引起土体应力状态的变化是导致斜坡在降雨过程中或降雨后变形与破坏的关键因素。填土斜坡的稳定性不仅取决于填土的强度,还与填土斜坡的排水条件密切相关。适当的排水条件不仅可以限制斜坡中地下水位上升的高度,而且可以及时消散因材料剪切收缩而生成的超孔隙水压力,防止土体液化,避免斜坡整体流动破坏。本文采用完全耦合有效应力分析程序和与状态相关的剪胀性砂土模型模拟地下水位上升过程中填土排水条件对压实填土斜坡稳定性的影响。完全耦合有效应力分析方法可以模拟孔隙水和土骨架间包括浮力和渗流在内的相互作用。分析结果表明斜坡排水条件是影响斜坡因地下水位上升而变形和破坏的重要因素,加固松散填土斜坡时必须设置适当的排水与泄水装置。     

Comparison of the AVI,modified SINTACS and GALDIT vulnerability methods under future climate-change scenarios for a shallow low-lying coastal aquifer in southern Finland

A shallow unconfined low-lying coastal aquifer in southern Finland surrounded by the Baltic Sea is vulnerable to changes in groundwater recharge, sea-level rise and human activities. Assessment of the intrinsic vulnerability of groundwater under climate scenarios was performed for the aquifer area by utilising the results of a published study on the impacts of climate change on groundwater recharge and sea-level rise on groundwater–seawater interaction. Three intrinsic vulnerability mapping methods, the aquifer vulnerability index (AVI), a modified SINTACS and GALDIT, were applied and compared. According to the results, the degree of groundwater vulnerability is greatly impacted by seasonal variations in groundwater recharge during the year, and also varies depending on the climate-change variability in the long term. The groundwater is potentially highly vulnerable to contamination from sources on the ground surface during high groundwater recharge rates after snowmelt, while a high vulnerability to seawater intrusion could exist when there is a low groundwater recharge rate in dry season. The AVI results suggest that a change in the sea level will have an insignificant impact on groundwater vulnerability compared with the results from the modified SINTACS and GALDIT. The modified SINTACS method could be used as a guideline for the groundwater vulnerability assessment of glacial and deglacial deposits in inland aquifers, and in combination with GALDIT, it could provide a useful tool for assessing groundwater vulnerability to both contamination from sources on the ground surface and to seawater intrusion for shallow unconfined low-lying coastal aquifers under future climate-change conditions.     

Effects of climate change on groundwater resources at Shelter Island, New York State, USA

Rising sea levels due to climate change are expected to negatively impact the fresh-water resources of small islands. The effects of climate change on Shelter Island, New York State (USA), a small sandy island, were investigated using a variable-density transient groundwater flow model. Predictions for changes in precipitation and sea-level rise over the next century from the Intergovernmental Panel on Climate Change 2007 report were used to create two future climate scenarios. In the scenario most favorable to fresh groundwater retention, consisting of a 15% precipitation increase and 0.18-m sea-level rise, the result was a 23-m seaward movement of the fresh-water/salt-water interface, a 0.27-m water-table rise, and a 3% increase in the fresh-water lens volume. In the scenario supposedly least favorable to groundwater retention, consisting of a 2% precipitation decrease and 0.61-m sea-level rise, the result was a 16-m landward movement of the fresh-water/salt-water interface, a 0.59-m water-table rise, and a 1% increase in lens volume. The unexpected groundwater-volume increase under unfavorable climate change conditions was best explained by a clay layer under the island that restricts the maximum depth of the aquifer and allows for an increase in fresh-water lens volume when the water table rises.     

Vulnerability of groundwater systems with sea level rise in coastal aquifers, South Korea

Groundwater systems in coastal aquifers may be affected by sea level change as increased seawater intrusion occurs with sea level rise. Artificial pumping taking place at the same time will increase this impact. In order to estimate the vulnerability of groundwater systems with sea level rise within coastal aquifers in South Korea, long-term groundwater data were analyzed using basic statistics, trend analysis, and correlation analysis. Conductivity depth profiling was also periodically conducted. Groundwater levels increased in wells with relatively low groundwater elevations but decreased in wells with higher groundwater elevations. At the same time, conductivity variations were greater in wells located in reclaimed land areas, which vertical conductivity profiles indicated were more affected by sea level variations, but decreased on the mainland. Results of auto-correlation analysis showed a decreasing trend with cyclic variations and significant periodic patterns during dry seasons, indicating that groundwater levels were not affected by artificial factors and that those in reclaimed land areas were less affected by rainfall than on the mainland. These results coincided with those from cross-correlation analysis showing that groundwater level was affected by sea level variation during the dry season. Sea level changes, which may be related to climate change, as well as rainfall in South Korea can influence groundwater levels, and the groundwater system in reclaimed land areas may be more affected than on the mainland, especially under dry conditions.