穆兴平原北部地下水年龄及更新性

地下水年龄结构是了解一个地区地下水资源开采可持续性的重要基础。穆兴平原地下水开采量增加以及地下水环境恶化,对该地区可持续发展有一定制约,为此在2016年采集CFCs样品31组和3H样品60组,估算了研究区地下水年龄。结果表明,穆兴平原北部地下水年龄为21年到大于65年,由西北部和穆棱河向平原中部及乌苏里江逐渐变老,更新性变差,主要受到大气降水和地表河水补给,但是由于地表覆盖一层黏性土,地下水中缺失小于10年的水;不同井深样品中二者及NO_3~-浓度的变化,表明在60 m以上地下水的防污性能较差,而在100 m以下则较好,饮用水源井深需超过100 m。     

Groundwater vulnerability to pesticides in Northwest Bangladesh

The transport and leaching potential hazards of various pesticides were studied in a shallow unconfined aquifer located in Northwest Bangladesh. Pesticide leaching potential was quantified using a one-dimensional advective–dispersive transport equation for a non-conservative chemical that follows first-order decay and linear adsorption in soils. Leaching potential index (LPI) was calculated for 69 sites in the study area to evaluate the relative vulnerability to pesticide leaching and to prioritize sites for model study and soil sampling. The numerical ranks of computed LPI were grouped by quantiles into very high, high, moderate, low and very low categories; and based on these rankings, the most vulnerable site was selected. The fate and transport of pesticides in this most vulnerable site was modeled using MT3D. The model results indicate that pesticides with high sorptivity and moderate to high persistence have low potential impact on groundwater. Top soils are found to be particularly vulnerable to the accumulation of organochlorine pesticides. Results also revealed that decreasing the soil organic matter and increasing the half-life of the pesticides at deeper depths did not make any significant change. Finally, six soil samples were collected from the same site at depths of 0.0, 1.5, 3.0, 4.5, 6.0, and 7.5 m for the analysis of pesticide residues. The soil–water was extracted from the samples following standard extraction technique and tested using gas chromatography (GC) and high-performance liquid chromatography (HPLC) for pesticide residues. Results showed no trace of pesticide residues in the soil–water; however, a few unknown peaks were detected indicating the use of some unknown brand of chemicals in the study area.     

青海省格尔木山前平原区地下水动态特征分析

在格尔木山前平原区水文地质条件基础上,结合多年地下水位监测资料,对格尔木河冲洪积平原区的多年水位动态特征及其影响因素进行了分析研究,总结出该地区的地下水动态类型.格尔木山前平原区3个不同区域由于赋存条件及开发利用条件的不同,地下水动态类型分异显著.研究区地下水整体流向与地形起伏相一致,自南向北径流,区域上流场形态变化不大.冲洪积扇中上部地下水多年动态处于平衡状态,近年来由于开采力度加大,地下水位呈急速下降趋势,地下水动态类型为水文-径流型;冲洪积扇下部地下水位以区域性下降为主,地下水动态类型主要为蒸发型;冲洪积扇西翼水源地附近由于地下水调蓄能力较强,地下水位总体呈稳定并局部有上升趋势,地下水动态类型为水文-人类活动型.     

玛纳斯河流域山前平原地下水系统分析及其模拟

首先论述了玛纳斯河流域山前平原地下水系统的结构特征和地下水的循环模式,由山前到沙漠边缘可分为三个带：水平径流带、溢出带和垂向交替带。运用有限单元法建立了双层含水层地下水流数值模拟模型,并阐明了模型中对混合开采井、泉和地下水蒸发等特殊问题的处理方法。给出了应用模型对研究区水文地质进行定量研究的结果：评价地下水补给资源量和可开采资源量,预测一定开采条件下的泉流量变化趋势。     

Groundwater chemistry patterns in the phreatic aquifer of the central Belgian coastal plain

The Holocene geological evolution of the Belgian coastal plain is dominated by a transgression of the North Sea, silting up of the coastal plain and human intervention (impoldering). This has led to a typical pattern in groundwater quality which is discussed here for the central part of the coastal plain. Therefore, a database with available groundwater samples is composed. Water type according to the Stuyfzand classification is determined and different hydrosomes and their hydrochemical facies are identified. Based on this, the origin and evolution of the water types is explained using Piper plots and geochemical calculations with PHREEQC. Before the impoldering, salinising and freshening conditions alternated with a general salinisation of the aquifer after about 3400 BP. This results in a dominance of brackish and salt NaCl subtypes which are still found in the deeper part of the aquifer. The subsequent impoldering resulted in an major freshening of the aquifer leading to NaHCO₃, MgHCO₃ and CaHCO₃ subtypes. Overall, mixing, cation exchange, carbonate mineral dissolution and oxidation of organic matter are identified as the major processes determining the general water quality. The close link between geological evolution, water quality and what is still observable today is illustrated with this example of the Belgian coastal plain.     

Groundwater flood of a river terrace in southwest Wisconsin,USA

Intense rainstorms in 2008 resulted in wide-spread flooding across the Midwestern United States. In Wisconsin, floodwater inundated a 17.7-km² area on an outwash terrace, 7.5 m above the mapped floodplain of the Wisconsin River. Surface-water runoff initiated the flooding, but results of field investigation and modeling indicate that rapid water-table rise and groundwater inundation caused the long-lasting flood far from the riparian floodplain. Local geologic and geomorphic features of the landscape lead to spatial variability in runoff and recharge to the unconfined sand and gravel aquifer, and regional hydrogeologic conditions increased groundwater discharge from the deep bedrock aquifer to the river valley. Although reports of extreme cases of groundwater flooding are uncommon, this occurrence had significant economic and social costs. Local, state and federal officials required hydrologic analysis to support emergency management and long-term flood mitigation strategies. Rapid, sustained water-table rise and the resultant flooding of this high-permeability aquifer illustrate a significant aspect of groundwater system response to an extreme precipitation event. Comprehensive land-use planning should encompass the potential for water-table rise and groundwater flooding in a variety of hydrogeologic settings, as future changes in climate may impact recharge and the water-table elevation.     

Groundwater quality assessment in southern parts of Tehran plain,Iran

The hydrochemical characteristics of groundwater in the southern parts of Tehran Province are considered. Twenty-three sampling stations were selected and major anions/cations, electrical conductivity and pH were detected. Sulfate and chloride were found as major anions, while no specific dominant cation was determined. More than half of the samples were found to be unsuitable for drinking purposes, due to high concentrations of anions/cations. Regarding agricultural use, almost all samples were classified as having high-risk levels of salinity, while for alkali hazard considerable risks were observed in most cases. Generally, an increasing trend of salinity is observed from northwest to southeast of the study area. Such increase may be justified by the adjacency of the Iran central desert and salt lake to the southern boundaries of the study area. Extended use of sulfate-containing fertilizers may also play a key role in justifying the high sulfate concentration in comparison to other anions.     

GIS支持下的新疆平原区地下水资源评价模型

在阐述地下水资源系统特征的基础上,采用水均衡的基本原理,在MAPGIS、RS、数据库和VBA面向对象开发技术支持下,构建地下水资源评价模型,评价模型主要应用了遥感信息、水文地质调查、水位水质观测及其他试验资料多源信息,综合考虑了影响地下水系统的多种因素,如含水层特征、水质、植被覆盖情况以及地下水开发利用状况.该评价方法同传统方法相比,具有速度快、精度高的优点.另外,基于GIS的评价模型更大的优势是数据更新时,便于模型重新评价,最终为水资源统一规划提供可靠的决策依据.     

应用信息熵方法对地下水观测网的层次分类——以河北平原地下水观测网为例

本文主要针对目前地下水观测网存在的层次不清问题,提出了基于信息熵理论新的分类方法.文章列举了观测网层次问题的表现,原因和可能造成的后果,提出地下水观测网的层次性应该对应地下水流动系统的层次性.认为地下水观测网就是一种信号通讯网,水位信号具有可传递性、差异性以及衰减性等特征,可以运用信息熵理论中的互信息概念,定量刻画观测孔之间的信息联系,并以这种信息联系程度作为观测孔层次分类的主要依据.作者以河北平原地下水观测网为实例,研究了区域尺度和局部尺度观测网的分类,结果表明信息熵方法可以很好地解决此类问题.     

Distribution and potential sources of organochlorine pesticides in the karst soils of a tiankeng in southwest China

This research was conducted in an attempt to assess the concentration levels and potential sources of organochlorine pesticides (OCPs) in the karst soils of Dashiwei tiankeng, southwest China. The tiankeng is a karst surface expression that can act as a focal point for introduction of contaminants to groundwater system, which may serve as condenser and receiver for semi-volatile persistent organic pollutants such as OCPs. In this study, surface soil samples from Dashiwei tiankeng were collected and 23 organochlorine pesticide compounds were analyzed. The results showed that the concentration was 0.019–3.605 ng/g for DDTs (sum of p,p’-DDD, p,p’-DDE, o,p’-DDT, p,p’-DDT), 0.001–0.218 ng/g for HCHs (sum of α-, β-, γ-, δ-HCH), 0.003–0.290 ng/g for CHLs (sum of heptachlor, heptachlor epoxide, TC, CC and trans-nonachlor), 0.001–0.064 ng/g for endosulfan (sum of α-endosulfan and β-endosulfan), 0.008–1.630 ng/g for HCB and 0.023–0.928 ng/g for other OCPs (sum of aldrin, dieldrin, methoxychlor, endrin, endrin aldehyde and endrin ketone). The total OCPs concentrations varied from 0.055 to 5.216 ng/g. The ratio of DDT/(DDE + DDD) in the floor soils of Dashiwei tiankeng ranged from 0.434 to 0.797, suggesting a mostly historical residue of technical DDT contamination. However, the ratio of DDT/(DDE + DDD) in the upper rim soils was higher than one, which that there was fresh DDT application nearby. Both the floor and upper rim soils of Dashiwei tiankeng had high ratios of o,p’-DDT/p,p’-DDT (range of 0.016–10.833 with mean of 5.424 and 4.667–7.714 with mean of 5.723, respectively), which implied that the primary source of DDTs was probably from dicofol-type DDT products. The average ratios of α-/γ-HCH were 24.435 in the floor soils and 1.067 in the upper rim soils, together with the averaged percentages of β-HCH among the total HCH isomers (accounting for 33.772 %), indicating that the HCHs were a dominant contribution from technical HCH usage in the past.     

Groundwater resources management under environmental constraints in Shiroishi of Saga plain, Japan

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     

Records of organochlorine pesticides in soils and sediments on the southwest of Buenos Aires Province,Argentina

The present study fills a gap in the knowledge in regards to the occurrence of banned pesticides at both coastal and inland locations at the Southwest Buenos Aires region, Argentina. Superficial sediment and soil samples were collected from different sites along the Bahia Blanca Estuary and surrounding sites to assess the concentration levels and spatial distribution of 12 selected organochlorine pesticides (OCs); 13 spatial locations including inland and shore-coast were sampled to evaluate occurrence and concentration levels of hexachlorocyclohexanes α-HCH, β-HCH, δ-HCH, γ-HCH, dichlorodiphenyltrichloroethane and its degradation products (DDXs: p,p′-DDT, o,p′-DDT, p,p′-DDE, o,p′-DDE, p,p′-DDD, o,p′-DDD) and the polychlorobenzenes PeCB (pentachlorobenzene) and HCB (hexachlorobenzene). After cleaning and extractions steps, samples were analyzed by means of gas chromatography/mass spectrometry. ∑OCs (sum of all studied compounds) ranged between 0.206 and 1040 ng g^?1 dw (mean?=?82.4 and SD?=?277 ng g^?1 dw). Total HCHs (sum of α-HCH, β-HCH, γ-HCH and δ-HCH) ranged from 0.0858 to 0.876 ng g^?1 dw (mean?=?0.43 and SD?=?0.23 ng g^?1 dw), DDXs (sum of p,p′and o,p′ isomers) from 0.080 to 1040 ng g^?1 dw (mean?=?81.3 and SD?=?277 ng g^?1 dw). Lower concentrations were found for PeCB (mean?=?0.095 and SD 0.17 ng g^?1 dw) and HCB (mean?=?0.56 and SD 1.7 ng g^?1 dw). Principal component analysis (PCA) permitted the extraction of underlying information about common factors, providing an overview of the distribution of pesticides and allowing the characterization of sites in regards to the major pesticide signature.     

豫中平原区某城市生活垃圾填埋场地下水水质评价

以豫中平原某规范建设的城市生活垃圾填埋场为研究区,利用模糊综合评价法对其5个地下监控井进行水质评价,评价结果表明:该垃圾填埋场填埋区周围的1号本底监测井、5号污染扩散井评价结果均符合《地下水质量标准》(GB/T14818-2017)Ⅱ类水质标准,3号污染监视井评价结果符合Ⅲ类水质标准,4号污染监视井评价结果符合Ⅰ类,水质均较好,说明填埋场区的防渗系统使用完好;而2号污染扩散井的评价结果为Ⅴ类,水质极差,氨氮超标严重,与附近养殖场粪便排污、农田施肥、渗滤液调节池和处理站构筑物的渗漏均有关系,建议可用电学法对调节池的防渗系统进行检测。并加强渗滤液调节池的管理和定期监测地下水,防止对地下水造成污染。研究结果对于评价垃圾填埋场的运行对地下水的影响、有效实施跟踪评价具有重要意义。     

Groundwater characteristics and climate and ecological evolution in the Badain Jaran Desert in the southwest Mongolian Plateau

The Badain Jaran Desert is the third largest desert in China, covering an area of 50000 km². It lies in Northwest China, where the arid and rainless natural environment has a great impact on the climate, environment, and human living conditions. Based on the results of 1∶250000 regional hydrogeological surveys and previous researches, this study systematically investigates the circulation characteristics and resource properties of the groundwater as well as the evolution of the climate and ecological environment since the Quaternary in the Badain Jaran Desert by means of geophysical exploration, hydrogeological drilling, hydrogeochemistry, and isotopic tracing. The results are as follows. (1) The groundwater in the Badain Jaran Desert is mainly recharged through the infiltration of local precipitation and has poor renewability. The groundwater recharge in the desert was calculated to be 1.8684×10⁸ m³/a using the water balance method. (2) The Badain Jaran Desert has experienced four humid stages since the Quaternary, namely MIS 13-15, MIS 5, MIS 3, and the Early–Middle Holocene, but the climate in the desert has shown a trend towards aridity overall. The average annual temperature in the Badain Jaran Desert has significantly increased in the past 50 years. In detail, it has increased by about 2.5°C, with a higher rate in the south than in the north. Meanwhile, the precipitation amount has shown high spatial variability and the climate has shown a warming-drying trend in the past 50 years. (3) The lakes in the hinterland of the Badain Jaran Desert continuously shrank during 1973–2015. However, the vegetation communities maintained a highly natural distribution during 2000–2016, with the vegetation cover has increased overall. Accordingly, the Badain Jaran Desert did not show any notable expansion in that period. This study deepens the understanding of groundwater circulation and the climate and ecological evolution in the Badain Jaran Desert. It will provide a scientific basis for the rational exploitation of the groundwater resources and the ecological protection and restoration in the Badain Jaran Desert.© 2021 China Geology Editorial Office.     

渤海湾西南部平原DC01孔晚更新世以来的地质环境变化

通过对渤海湾西南部平原DC01孔的岩石地层学、生物地层学及年代地层学和地球化学研究,重建了该地区自晚更新世以来的地质环境演化过程。全新世之前,研究区经历了由河流-盐沼-潮间带上部/低盐沼-河口湾-泻湖-淡化泻湖的环境转化过程;进入全新世之后,该区经历了由湖沼到河流的环境转化过程。埋深22.4~12.7m发育近10m厚的弱海相沉积,AMS~(14)C年龄表明,该层沉积形成时间早于4.35ka cal BP,可能属于MIS 3早期(6.0~5.5ka cal BP)或更早的MIS 5期(12~8ka cal BP)。恢复了该时期的相对古海面,最高可达-13.31m。DC01孔缺失MIS 4~2或MIS 2时期的沉积。     

Site selection and cost-benefit analysis for artificial recharge in the Baghmalek plain, Khuzestan Province, southwest Iran

Available hydrogeological data for the Baghmalek aquifer, southwest Iran, suggest that in order to counter progressive depletion of groundwater, but at the same time meet the growing demand on groundwater resources, artificial recharge should be considered. The success of artificial recharge schemes requires the integration of many types of data and information. The prime prerequisite in establishing an artificial recharge scheme using the surface spreading technique is identification of a suitable site. Therefore, an integrated investigation, including a detailed assessment of surface and sub-surface geology, and hydrogeological surveys were undertaken. The potential of harvesting storm waters, considering their quality and suspended loads, has been evaluated. Using this background, three sites (including basins and check dam) for artificial recharge are suggested in the north and northeast of the area, where the thickness of coarse alluvium is greatest. On the basis of the collected data, (1) the rate of recharge that can be achieved at the three sites is approximately 2.2 million m³ per year, (2) the cost–benefit ratio is 1:1.32, and (3) the analysis suggests that the project could recover the investment within 3 years.     

Groundwater flow rate and contaminant migration in fissure-karstic aquifer of Opole Triassic system southwest Poland

 This paper presents hydrogeological problems occurring during municipal water exploitation and mine dewatering. These activities result in groundwater quantity and quality changes in the fissure-karstic aquifer. Increase of nitrate concentration up to 12 mg NNO₃/l due to intensive fertilizer use, and high tritium concentration, show water system impact up to 100 m depth. Intensive water exploitation produces large cones of depression with over 40-m water-level depletion in the Opole region. Flow rates of major components and isotopes have been verified by chemical migration history. Some aspects of the protection policy of this type of aquifer are also discussed. Received: 7 March 1997 · Accepted: 17 November 1998     

Groundwater salinization processes in shallow coastal aquifer of Djeffara plain of Medenine, Southeastern Tunisia

Urban and industrial development and the expansion of irrigated agriculture have led to a drastic increase in the exploitation of groundwater resources. The over-exploitation of coastal aquifers has caused a seawater intrusion and has seriously degraded groundwater quality. The shallow coastal aquifer of the Djeffara plain, southeastern Tunisia constitutes an example of water resource suffering an intensive and uncontrolled pumping for irrigation. Intensive exploitation of the aquifer and climate aridity caused a decrease in piezometric level and an increase in salinity. According to the hydrochemical data (Cl⁻, SO₄ ²⁻, NO₃ ⁻, HCO₃ ⁻, Br⁻, Ca²⁺, Mg²⁺, Na⁺, K⁺) and the stable isotope composition (oxygen-18 and deuterium content), groundwater salinization in the investigated system is caused by three main processes: (i) salts dissolution especially in the central part of Jerba and around Medenine plain; (ii) evaporation process; and (iii) seawater intrusion which caused the increase in salinity in the peninsula of El Jorf, in Jerba and in the North of Ben Gardane.     

Groundwater overexploitation and soil subsidence monitoring on Recife plain (Brazil)

Facing natural disasters is a priority challenge for cities, exacerbated by increases in urban population and climate change. Improving the resilience of cities is a critical need for the international community and especially for territories exposed to multiple risks, such as Chile. Although disasters are always tragic, the recovery and reconstruction post-disaster may provide a unique opportunity to prevent future suffering, enhancing the resilience of local communities. This paper presents the analysis of two Chilean reconstruction programmes applied in Mehuin and Dichato, after the earthquake and tsunami of 22 May 1960 and 27 February 2010, respectively. In both cases, reconstruction programmes were supported by the Chilean Government, but using different approaches: one focused on providing housing for people injured in the earthquake, while the other also included urban amenities and services. This article proposes an urban morphology analysis framework; in addition, it presents the assessment of the two case studies before and after a disaster, thus evaluating their resilience. By comparing urban morphology resilience pre- and post-disaster, a discussion about the effectiveness of two reconstruction approaches is presented. Finally, conclusions and recommendations to better integrate resilience into urban planning are proposed, with the aim of opening the discussion about how to make cities more resilient to natural disasters.