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1.
Nguyen Cao Don Nguyen Thi Minh Hang Hiroyuki Araki Hiroyuki Yamanishi Kenichi Koga 《Environmental Geology》2006,49(4):601-609
A sinking of the land surface due to the pumping of groundwater has long been recognized as an environmental issue in the
Shiroishi plain of Saga, Japan. Land subsidence can have several negative economic and social implications such as changes
in groundwater and surface water flow patterns, restrictions on pumping in land subsidence prone areas, localized flooding,
failure of well casings as well as shearing of structures. To minimize such an environmental effect, groundwater management
should be considered in this area. In this study, a new integrated numerical model that integrates a three-dimensional numerical
groundwater flow model coupled with a one-dimensional soil consolidation model and a groundwater optimization model was developed
to simulate groundwater movement, to predict ground settlement and to search for optimal safe yield of groundwater without
violating physical, environmental and socio-economic constraints. It is found that groundwater levels in the aquifers greatly
vary from season to season in response to the varying climatic and pumping conditions. Consequently, land subsidence has occurred
rapidly throughout the area with the Shiroishi plain being the most prone. The predicted optimal safe yield of the pumping
amount is about 5 million m3. The study also suggests that pumping with this optimal amount will minimize the rate of land subsidence over the entire
area.
An erratum to this article can be found at 相似文献
2.
GIS-based spatial and temporal prediction system development for regional land subsidence hazard mitigation 总被引：3，自引：0，他引：3
An integrated GIS-based approach for establishing a spatial and temporal prediction system for groundwater flow and land subsidence is proposed and applied to a subsidence-progressed Japanese coastal plain. Various kinds of fundamental data relating to groundwater flow and land subsidence are digitized and entered into a GIS database. A surface water hydrological cycle simulation is performed using a GIS spatial data operation for the entire plain, and the spatial and temporal groundwater infiltration quantity is hereby obtained. Through the data transformation from the GIS database to a groundwater flow code (MODFLOW), a 3D groundwater flow model is established and unsteady groundwater flow simulation for the past 21 years is conducted with results which compare satisfactorily with observed results. Finally, a Visual Basic code is developed for land subsidence calculations considering aquifer and aquitard deformation. Future land subsidence in the plain is predicted assuming different water pumping scenarios, and the results provide important information for land subsidence mitigation decision-making. 相似文献
3.
Numerical simulation of land subsidence induced by groundwater overexploitation in Su-Xi-Chang area,China 总被引：2，自引：0，他引：2
Ji-Chun Wu Xiao-Qing Shi Shu-Jun Ye Yu-Qun Xue Yun Zhang Jun Yu 《Environmental Geology》2009,57(6):1409-1421
Su-Xi-Chang area is one of the typical regions in China which suffers from severe land subsidence. Various field monitoring
records were integrated to study the characteristics and mechanisms of land subsidence in this region. The development of
the land subsidence in this region shows a tight spatial and temporal correlation with the groundwater pumping. Based on the
analysis of the field data, it is found that the deformation patterns of the hydrogeologic units are greatly related to the
hydrogeologic properties and groundwater level variations. Some have an elastic behavior, others may have an elastic–plastic
rheology. Hence, a 3D finite element numerical model considering the rheological properties of the soil was developed to simulate
the groundwater level and land subsidence. Both hydraulic conductivity and specific storage were expected to vary with the
porosity during the process of consolidation. Multiscale finite element method (MsFEM) was applied to solve the model during
the period from 1996 to 2004. After calibrating the model with the observed groundwater level and subsidence data, the parameters
of the multi-layers system were estimated. The calibrated model outputs fit reasonably well with the observed data. Consequently
the model can be applied to predict groundwater level and land subsidence in future pumping scenarios. The model predictive
results show that land subsidence rate can be controlled and even rebound may occur after the implementation of the groundwater
exploitation prohibition.
Electronic supplementary material The online version of this article (doi:) contains supplementary material, which is available to authorized users. 相似文献
4.
The Saga Plain is near Beppu–Shimabara graben, a region of potential active volcanism. In the graben, mantle He, which has a high 3He/4He ratio of 1.1 × 10−5, escapes easily from the underlying subduction zone. In groundwater of the Saga Plain, except in the Shiroishi district, this ratio gradually increased as the dissolved He content increased, to a maximum of 5 × 10−6. In central Shiroishi, however, the ratio reached a minimum of 8.7 × 10−7 with increasing dissolved He content, suggesting that groundwater in central Shiroishi has selectively accumulated radiogenic He, which has a very low ratio of 1 × 10−8, rather than reflecting the regional He, which is rich in mantle He. This can be explained if groundwater in Shiroishi has become mixed with fossil pore water drawn from impermeable marine clay aquitard layers. The withdrawal of pore water has also caused severe land subsidence in central Shiroishi. 相似文献
5.
Influence of South to North Water Transfer on groundwater dynamic change in Beijing plain 总被引：3，自引：2，他引：1
Yong Yang Guo-Min Li Yan-Hui Dong Ming Li Jian-Qing Yang Dong Zhou Zhong-Shan Yang Fan-Dong Zheng 《Environmental Earth Sciences》2012,65(4):1323-1331
Beijing is a city of severe water shortage. The groundwater plays a key role in the water supply. However, the groundwater
level has been gradually descending due to extensive pumping in consecutive drought years. How to satisfy the water demand
and recover the groundwater level is an urgent work. With the implementation of the South to North Water Transfer Project,
an opportunity has been provided for restoration of groundwater under over exploitation. On the basis of hydrogeology conditions
of the Beijing plain, as well as the high-performance parallel computing platforms, a groundwater flow numerical model was
established. And dynamic monitoring data of groundwater levels were used to calibrate the numerical model. The calculation
results fit well with the measured data in the calibrated model. Therefore, the calibrated model can be used to predict the
dynamic change of groundwater levels in the Beijing plain. The results show that several obvious depression cones of groundwater
have been formed because of the rapid decline of groundwater levels in the Beijing plain in recent years. After the implementation
of the South to North Water Transfer project and due to the restrictions on groundwater exploitation, the area of cone of
depression will be reduced to different degrees, the central water level of depression cone will increase, and some cones
of depression around wellhead will disappear. It is a benefit to relieve water shortage and control the development of land
subsidence and the deterioration of the ecological environment. 相似文献
6.
In this study subsidence due to groundwater withdrawal was investigated. Kerman Province in Iran is struggling with land subsidence
problem due to extensive groundwater withdrawal mainly for farming. The rate and type of groundwater withdrawal has very important
impact on settlement rate. In this research, effective parameters on land subsidence caused by groundwater withdrawal were
determined by laboratory tests. Sampling had done up to depth of 300 m mainly with remolded specimens from Shams-abad, Nouq
plain in Kerman province. Similar to the field preconsolidation pressure was applied on specimens in the laboratory. Rate
of applied stress on prepared specimens was similar to effect of oscillation of groundwater level. In order to model the actual
soil behavior in the laboratory, one-dimensional consolidation device (odometer) was adopted for testing. In these tests,
the effect of loading caused by seasonal oscillation of groundwater table is considered by means of cyclic loading in the
testing which has great effect on rate of settlements. The results of tests show that when the water table level periodically
increases and decreases the amount of settlement decrease, comparing with the case when the groundwater table drop to a constant
level. In order to predict the further effects of groundwater level oscillation and actual field condition on land subsidence,
a finite element model based on Biots’ three-dimensional consolidation theory was developed. After calibration of finite element
model with laboratory tests, this model was used for prediction the effect of groundwater level oscillation on actual field
conditions. 相似文献
7.
鲁北平原地下水的劣变特征与可持续利用的对策 总被引：2，自引：0，他引：2
2005年相对于20世纪70年代,鲁北平原开采机井数由9．29万眼增至28．76万眼．浅层水、深层水开采量分别增加了近2倍和3．76倍。长期超量开采和不合理的开采布局,使地下水水位持续下降、含水层疏干体积不断增加、地下水位降落漏斗持续扩展．并产生地面沉降、成水入侵等环境地质问题。采取农业节水、调整工业开采强度布局、加强浅层水均衡开发利用、地表水与地下水联合调蓄、本地劣质水资源化、保护和涵养深层地下水资源等举措,修复和涵养鲁北平原超采区的深层地下水系统势在必行。 相似文献
8.
In terms of controlling groundwater in deep foundation pit projects, the usual methods include increasing the curtain depth, reducing the amount of pumped groundwater, and implementing integrated control, in order to reduce the drawdown and land subsidence outside pits. In dewatering design for confined water, factors including drawdown requirements, the thickness of aquifers, the depth of dewatering wells and the depth of cutoff curtains have to be considered comprehensively and numerical simulations are generally conducted for calculation and analysis. Longyang Road Station on Shanghai Metro Line 18 is taken as the case study subject in this paper, a groundwater seepage model is developed according to the on-site engineering geological conditions and hydrogeological conditions, the excavation depth of the foundation pit as well as the design depth of the enclosure, hydrogeological parameters are determined via the pumping test, and the foundation pit dewatering is simulated by means of the three-dimensional finite difference method, which produces numerical results that consistent with real monitoring data as to the groundwater table. Besides, the drawdown and the land subsidence both inside and outside the pit caused by foundation pit dewatering are calculated and analyzed for various curtain depths. This study reveals that the drawdown and the land subsidence change faster near the curtain with the increase in the curtain depth, and the gradient of drawdown and land subsidence changes dwindles beyond certain depths. In this project, the curtain depth of 47/49 m is adopted, and a drawdown-land subsidence verification test is completed given hanging curtains before the excavation. The result turns out that the real measurements basically match the calculation results from the numerical simulation, and by increasing the depth of curtains, the land subsidence resulting from dewatering is effectively controlled. 相似文献
9.
10.
In terms of controlling groundwater in deep foundation pit projects, the usual methods include increasing the curtain depth, reducing the amount of pumped groundwater, and implementing integrated control, in order to reduce the drawdown and land subsidence outside pits. In dewatering design for confined water, factors including drawdown requirements, the thickness of aquifers, the depth of dewatering wells and the depth of cutoff curtains have to be considered comprehensively and numerical simulations are generally conducted for calculation and analysis. Longyang Road Station on Shanghai Metro Line 18 is taken as the case study subject in this paper, a groundwater seepage model is developed according to the on-site engineering geological conditions and hydrogeological conditions, the excavation depth of the foundation pit as well as the design depth of the enclosure, hydrogeological parameters are determined via the pumping test, and the foundation pit dewatering is simulated by means of the three-dimensional finite difference method, which produces numerical results that consistent with real monitoring data as to the groundwater table. Besides, the drawdown and the land subsidence both inside and outside the pit caused by foundation pit dewatering are calculated and analyzed for various curtain depths. This study reveals that the drawdown and the land subsidence change faster near the curtain with the increase in the curtain depth, and the gradient of drawdown and land subsidence changes dwindles beyond certain depths. In this project, the curtain depth of 47/49 m is adopted, and a drawdown-land subsidence verification test is completed given hanging curtains before the excavation. The result turns out that the real measurements basically match the calculation results from the numerical simulation, and by increasing the depth of curtains, the land subsidence resulting from dewatering is effectively controlled. 相似文献
11.
The effect of stratigraphic heterogeneity on areal distribution of land subsidence at Taiyuan, northern China 总被引：1，自引：0，他引：1
Taiyuan city has experienced serious land subsidence since the 1950s, with the maximum accumulated subsidence of 2,960 mm and a total affected area of 585 km2 by 2003. Tectonic settlement was found to contribute about 1% and the major cause is over-exploitation of groundwater. The spatial–temporal relationship between the areal distribution of land subsidence and that of groundwater drawdown from 1956 to 2000 indicates that although land subsidence centers overall match groundwater depression cones, there are local deviations, and that although the time series curves are similar, land subsidence always lags behind groundwater level decline, with different lag time at different sites. The major findings of this work on the control of stratigraphic heterogeneity on the spatial pattern of land subsidence at Taiyuan include: (1) land subsidence centers shift from the corresponding groundwater depression cones to the sides with thicker accumulated clay layers; (2) under the same pumping rate, land subsidence at places with more clay interlayers and thinner individual interlayers is greater and the lag time shorter; and (3) land subsidence is closely related to the physical properties of clay soils. The Interbed Storage Package-1, a modular subroutine of MODFLOW was employed to simulate the areal distribution of individual layer compression. The modeling results show that compression of different clay layers has different contribution to land subsidence. Pumping groundwater from water-bearing zones close to the most compressible clay layers should therefore be carefully controlled. 相似文献
12.
沧州市地面沉降研究及防治对策 总被引：13，自引：1，他引：13
河北省沧州市发生了严重的地面沉降，至2001年的30年间，沧州市沉降中心的地面沉降量已超过2m，导致了城市内涝积水，河床下沉，影响南水北调等引水工程安全。经研究提出了地下水等液体资源的过量开采是诱发地面沉降的主要原因，而厚大的粘性土层为地面沉降的发生提供了物质基础。粘性土的释水压缩的永久性决定了地面沉降的不可逆性。通过不同时期沧州市地面沉降累计沉降量和地下水位降深的相关分析，建立了二者之间的相关公式，提出了警戒水位降深(临界)值(40m)和限制降深(止采)值(70m)，并进行了地面沉降发展趋势预测。文中提出以调控地下水位为主，避让和工程措施相结合的防治对策，以期对沧州市地面沉降防灾减灾工作有所促进和帮助。 相似文献
13.
天津市地下水流-地面沉降耦合模型 总被引：6，自引：0，他引：6
天津市平原区地面沉降主要由地下水大量开采引起,影响范围广、危害大,已成为天津市主要的环境地质问题。分析了研究区的水文地质条件,结合地下水开发利用状况,将研究区概化为6个含水层组,地下水流考虑三维非稳定流,地面沉降选用一维固结压缩模型,运用地下水流模型Modflow 2005和地面沉降模拟模块 Sub,建立了天津市平原区地下水流-地面沉降数值耦合模型,模型面积为1.1×104 km2,利用1998-2008年地下水位等值线、过程线、地面沉降过程线等资料对模型进行了识别。模拟期的地下水均衡分析表明,在多年开采条件下,越流补给、压缩释水、侧向边界流入分别占深层含水层补给量的41.84％、32.15％和24.17％。将调试后的模型应用于南水北调实施后地下水控采条件下的地面沉降趋势预测,显示出停采或减少地下水的开采,有利于减缓地面沉降下降速度,且表现出开采层位越往下,地面沉降恢复难度越大的变化趋势。 相似文献
14.
Jichun Wu Xiaoqing Shi Yuqun Xue Yun Zhang Zixin Wei Jun Yu 《Environmental Geology》2008,55(8):1725-1735
Land subsidence in China occurs predominantly in 17 provinces (cities) situated in the eastern and middle regions of the country,
including Shanghai, Tianjin and Jiangsu, and Hebei provinces. It is primarily caused by groundwater overpumping. One of the
areas most severely affected by land subsidence is the Yangtze Delta, most of which consists of Shanghai City, the Su-Xi-Chang
area (Suzhou, Wuxi and Changzhou cities) of Jiangsu Province, and the Hang-Jia-Hu area (Hangzhou, Jiaxing and Huzhou cities)
of Zhejiang Province. The excessive exploitation of groundwater forms in a large regional cone of depression and, consequently,
land subsidence is also regional, currently centered in the Shanghai and Su-Xi-Chang areas. In 2002, the maximum cumulative
subsidence of Shanghai, Su-Xi-Chang and Hang-Jia-Hu were 2.63 m, 2.00 and 1.06 m, respectively. The land subsidence area is
continuing to expand throughout the Yangtze Delta. To study the characteristics and the pattern of this land subsidence, the
government has implemented a monitoring system involving the placement of 37 groups of extensometers (layers marks) and drilling
of more than 1000 observation wells. These provide an invaluable historical record of deformation and pore water pressure
and facilitate studies on the special features of soil deformation when the groundwater level changes due to pumping. Several
measures have been taken in recent years to control the development of the land subsidence in the different areas; these include
groundwater injection, prohibition of pumping deep confined groundwater, and an adjustment of the pumping depth and magnitude
of the groundwater withdrawn. At present, although the subsidence area is still increasing slowly, the subsidence rate is
controlled. 相似文献
15.
Land subsidence caused by groundwater exploitation in the Hangzhou-Jiaxing-Huzhou Plain, China 总被引：1，自引：0，他引：1
Hangzhou-Jiaxing-Huzhou Plain in northern Zhejiang Province, located between the Yangtze and Qiantang Rivers, is one of the regions where economic development is most rapid in China. Geological and hydrogeological surveys reveal a multi-layered aquifer system beneath the plain, which includes Holocene phreatic water layers and Pleistocene confined aquifers. Based on the historical records of groundwater extraction, groundwater levels, and ground settlement from 1964 to 2000, it is shown that ground subsidence has resulted from the continuously increasing extraction of groundwater from deep confined aquifers, and that the evolution of land subsidence can be characterized by a multifractal model. Based on this model, a set of empirical power-law relations have been established between: the land subsidence velocity and the annual groundwater extraction; groundwater drawdown and the annual land subsidence velocity; and the amount of land subsidence and the associated area of land. A set of indices are proposed for evaluating dynamic evolution of groundwater exploitation and land subsidence for the Hang-Jia-Hu Plain, from which the critical degree of evolution of land subsidence in the near future can be estimated using data on groundwater exploitation and water level changes.
相似文献
| Changjiang LiEmail: Phone: +86-571-85116129Fax: +86-571-87057826 |
16.
基于部分耦合原理,采用TOUGH2和FLAC3D建立抽水引起的三维地面沉降弹塑性模型,模型中综合考虑土体的弹塑性变形特征、渗流-应力的双向耦合作用以及参数的非线性,探讨了持续抽水和脉冲抽水两种抽水过程中地面沉降发展演化过程。研究结果表明:（1）集中抽水停止后地面沉降会发生回弹,抽水中心沉降量不断减小。由于水平方向存在水力梯度,地下水继续向地下水位漏斗中心渗流从而导致沉降漏斗的范围仍继续扩大;（2）脉冲抽水导致土体的孔隙水压力、渗透系数以及沉降量均呈周期性波动变化,地面沉降会局部回弹,但总体仍随着抽水的持续,沉降量不断增加;（3）在抽水量相同前提下,对比持续抽水与脉冲抽水两种方式引发的塑形沉降量可知,抽水速率小、脉冲式多次开采导致的塑性沉降量较小,持续抽水的抽水速率越小、脉冲抽水间隔越短越有利于控制地面沉降。研究成果为地面沉降数值模拟提供了一种新方法,其中算例研究能为抽水条件下地面沉降的控制提供参考。 相似文献
17.
北京地下水系统演化与地面沉降过程 总被引：2，自引：0，他引：2
采用地下水动态监测网、GPS监测网数据、气象监测数据与SAR数据、GIS等技术相结合,建立地下水系统演化与地面沉降过程模型,系统分析了北京地区地下水降落漏斗区地面沉降的形成过程。研究表明:降雨量呈逐年下降趋势,地下水开采量随之增大;平原区地下水位呈下降趋势,间接导致了地下水降落漏斗和地面沉降的形成演化。地面沉降对地下水降落漏斗的响应模式存在着季节与年际差异性,时空分布上存在不均匀性,最大地面沉降速率约为41.43 mm/a;揭示了地下水降落漏斗与地面沉降漏斗空间展布特性存在一致性,但并非完全吻合。 相似文献
18.
19.
湛江市区地面沉降自20世纪80年代发生以来,随着地下水开采深度的增加,地面已出现了不同程度的沉降,影响了社会的稳定和经济的可持续发展。文章根据多年来的地面沉降与地下水动态监测、调查成果,对湛江市区滨海平原地面沉降历史与现状、地面沉降基本规律进行总结,提出了地面沉降防治措施建议,为地方制定水资源规划和地下水资源的管理决策提供科学依据。 相似文献
20.
The Central Valley in California (USA) covers about 52,000 km2 and is one of the most productive agricultural regions in the world. This agriculture relies heavily on surface-water diversions and groundwater pumpage to meet irrigation water demand. Because the valley is semi-arid and surface-water availability varies substantially, agriculture relies heavily on local groundwater. In the southern two thirds of the valley, the San Joaquin Valley, historic and recent groundwater pumpage has caused significant and extensive drawdowns, aquifer-system compaction and subsidence. During recent drought periods (2007–2009 and 2012-present), groundwater pumping has increased owing to a combination of decreased surface-water availability and land-use changes. Declining groundwater levels, approaching or surpassing historical low levels, have caused accelerated and renewed compaction and subsidence that likely is mostly permanent. The subsidence has caused operational, maintenance, and construction-design problems for water-delivery and flood-control canals in the San Joaquin Valley. Planning for the effects of continued subsidence in the area is important for water agencies. As land use, managed aquifer recharge, and surface-water availability continue to vary, long-term groundwater-level and subsidence monitoring and modelling are critical to understanding the dynamics of historical and continued groundwater use resulting in additional water-level and groundwater storage declines, and associated subsidence. Modeling tools such as the Central Valley Hydrologic Model, can be used in the evaluation of management strategies to mitigate adverse impacts due to subsidence while also optimizing water availability. This knowledge will be critical for successful implementation of recent legislation aimed toward sustainable groundwater use. 相似文献