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101.
Giorgio Pilla Elisa Sacchi Gianmaria Zuppi Giovanni Braga Gianfranco Ciancetti 《Hydrogeology Journal》2006,14(5):795-808
A multicriteria approach in studying hydrodynamics of a multilayer aquifer system has been used in the Lomellina region (Northern Italy). It involves the reconstruction of the hydrogeological framework coupled to the definition of the hydrochemical and isotopic features of the aquifers. A shallow phreatic aquifer, reaching depths of about 60–80 m from the surface, and deeper aquifers containing confined groundwater, were distinguished. Groundwater generally shows mineralisation decreasing with depth; dissolved ions depict calcium-bicarbonate hydrochemical facies and stable isotopes define the recharge mechanisms, the origin of groundwater, and the hydraulic confinement of deep aquifers. The phreatic aquifer is fed by local infiltration and by streams and irrigation channels. Tritium and Carbon-14 groundwater dating indicate long residence times (on the order of thousands of years) for confined aquifers. The confined aquifers show essentially passive hydrodynamic conditions and maintain a higher piezometric level than the phreatic aquifer. This inhibits the possibility of recent water penetrating far below the surface. The hydrogeological setting of the Lomellina region displays features which are common to other sectors of the Po plain. As a consequence, the results of this study, although conducted on a restricted area, are highly illustrative of groundwater hydrodynamics in large sedimentary aquifers. 相似文献
102.
Spatial assessment and redesign of a groundwater quality monitoring network using entropy theory, Gaza Strip, Palestine 总被引:3,自引:0,他引:3
Using entropy theory, a methodology was developed for the evaluation and redesign of groundwater quality monitoring wells in the Gaza Strip in Palestine. Essential to the methodology is the development of a Transinformation Model (TM) which yields the amount of information transfer and the dependency between the wells as a function of distance. The TM parameters, such as the minimum transinformation and the range, were employed for evaluating the network which revealed that most of the distances between wells were less than the range. It also indicated that a high percentage of redundant information existed in the network. Therefore, the network was reduced by superimposing a square pattern over the monitored area and selecting one well per square block in a stratified pattern. The methodology was tested using the chloride data collected from 1972–2000 from 417 groundwater quality monitoring wells in the Gaza Strip. The number of the groundwater quality monitoring wells in the Gaza Strip was reduced by 53%, while there was 26% redundant information based on the minimum existing distance between wells. This methodology is meant to help monitor the groundwater quality (salinity) in the Gaza Strip. 相似文献
103.
Specific yield is an essential parameter for any groundwater management plan. Volumetric analysis in the domain of groundwater
budgeting for the non-monsoon months has been undertaken for a typical watershed of the Deccan basalt province. The Torla
Odha watershed covers an area of over 22 km2 on a third-order tributary of the westerly flowing Bhima River. The watershed receives a normal annual rainfall of 643 mm.
The entire water demand is supplied by dug wells, which penetrate a shallow aquifer. The specific yield was estimated by comparing
the monthly net volume of water removed from the aquifer, with the volume of aquifer de-saturated, based on monthly water
level data. The estimated specific yield ranges from 0.0019 in May to 0.0173 in November with an average value of 0.0093.
A correlation of the groundwater levels with the detailed geology suggests that the higher specific yield value (0.017) corresponds
to dewatering of the weathered zone within the shallow aquifer. The specific yield of the massive basalt immediately below
the weathered zone varies from 0.0089 to 0.0103. The underlying vesicular basalt, which is dissected by sheet joints, has
a relatively higher specific yield (0.0121). The massive basalt, which forms the base of the shallow aquifer system, has a
lower specific yield from 0.0019 to 0.0022.
Résumé Le débit spécifique est un paramètre essentiel pour tout plan de gestion des eaux souterraines. Les analyses volumétriques, dans le cadre des bilans hydriques des eaux en dehors des mois de mousson, ont été entreprises pour un bassin-versant typique de la province basaltique du Deccan. Le bassin-versant du Torla Odha couvre une superficie de 22 km2, et alimente l’affluent du troisième ordre de la rivière Bhima, qui coule vers l’Ouest. La pluviométrie annuelle atteint 643 mm. Toute la demande en eau es assurée par des puits foncés pénétrant dans l’aquifère phréatique. Le débit spécifique a été estimé en comparant le volume net mensuel d’eau captée dans l’aquifère, avec le volume de l’aquifère dé-saturé, basé sur les données des niveaux piézométriques mensuels. Le débit spécifique estimé s’étend entre 0,0019 en Mai et 0.173 en Novembre; la moyenne se situe à 0,0093. Une corrélation entre les niveaux des eaux souterraines et la géologie, suggère que les débits spécifiques les plus importants (0,017) correspondent aux zones altérées de l’aquifère phréatique. Le débit spécifique du massif basaltique, immédiatement sous la zone altérée, varie entre 0,0089 et 0,0103. Le basalte vésiculaire, situé juste en dessous et traversé par des diaclases parallèles, possède un débit spécifique sensiblement plus élevé (0,0121). Le basalte massif, qui forme la base de l’aquifère phréatique, possède un débit spécifique moins important, compris entre 0,0019 et 0,0022.
Resumen El rendimiento específico es un parámetro esencial para cualquier plan de manejo de aguas subterráneas. Se ha llevado a cabo el análisis volumétrico, en el entorno de balance de aguas subterráneas, para los meses sin monzón de una cuenca típica de la provincia de basaltos Deccan. La cuenca Rorla Odha cubre un área de 22 km2 en un tributario de tercer orden del Río Bhima que fluye al oeste. La cuenca capta una lluvia anual normal de 643 mm. La totalidad de la demanda de agua es abastecida por pozos manuales que penetran un acuífero somero. Se estimó el rendimiento específico al comparar el volumen neto mensual de agua removido del acuífero con el volumen de agua de-saturado estimado a partir de datos de niveles de agua mensuales. Los valores estimados de rendimiento específico varían de 0.0019 en mayo a 0.0173 en noviembre con un valor promedio de 0.0093. La correlación de niveles de agua subterránea con la geología de detalle sugieren que el valor más alto (0.017) de rendimiento específico corresponden con el desaguado de la zona de intemperismo dentro del acuífero somero. El rendimiento específico del basalto masivo que se encuentra inmediatamente debajo de la zona de intemperismo varía de 0.0089 a 0.0103. El basalto vesicular subyacente, el cual está disectado por fracturas laminares, tiene un rendimiento específico relativamente más alto (0.0121). El basalto masivo, que forma la base del sistema de acuífero somero, tiene un rendimiento específico más bajo el cual varía de 0.0019 a 0.0022. Palabras clave: basalto Deccan. India. Rendimiento específico. Recarga de agua subterránea. Balance hídrico.相似文献
104.
Mihael Brencic 《Environmental Geology》2006,49(6):804-813
During the planning, designing, construction, operation and maintenance of highways, groundwater can be of important environmental
and constructional constraint that can significantly influence the safety operation of traffic and of big influence on the
operational costs of highways. To classify and conceptualize the relation between groundwater and highways, three important
groups of problems can be determined: groundwater protection from highway influences, protection of highway from groundwater
and economic use of groundwater for highway operation. In the present study, groundwater management strategies are represented
during all life cycles of highways. Greater emphasis is given to groundwater protection and field hydrogeological investigations
for proper groundwater management related to the highway. The approach adopted in Slovenia and the role of hydrogeology is
given as an illustration. 相似文献
105.
Vertical variation of phosphorus forms in surface sediments from Wuli Bay, Taihu Lake, China 总被引:1,自引:0,他引:1
1IntroductionPhosphorus,an essential nutrient for the primaryproductivity in freshwater systems,is an important fac-tor controlling lacustrine eutrophication.Although ex-ternal input of phosphorus has been assumed as the vi-tal responsibility for the eutrophication of lakes(ZhuJun et al.,2005),the remobilization of phosphorus insediments has a distinct influence on it as well(Bostr m et al.,1982).The concentrations of totalphosphorus(Ptotal)in the sediments are often related tothe trophic st… 相似文献
106.
基于广义Hough变换的不规则形状目标提取方法 总被引:1,自引:0,他引:1
提出了一种基于广义Hough变换的不规则形状目标的提取方法。该方法主要包括目标参数描述和目标提取两部分。实验表明,该方法精度好、效率高。 相似文献
107.
泰安市地下水开发利用中的水环境问题及对策 总被引:2,自引:6,他引:2
以泰安市为例,论述了地下水开发利用中出现的区域地下水位下降、地下水资源衰竭、地下水水质恶化、地面沉降、地面裂缝和地面塌陷等水环境问题,并提出了保护对策与建议. 相似文献
108.
豫北平原浅层地下水资源可持续开发利用 总被引:1,自引:0,他引:1
豫北平原隶属黄河、海河两大流域,在平原区松散岩类中蕴藏着较丰富的地下水.随着工农业和城市化的发展,地下水资源的开发利用程度在逐步升高,合理地开发利用地下水资源的重要性日趋显著.主要论述了浅层含水岩组的特征、水动力条件、开发利用现状及与地下水开采相关的环境地质问题.分析了天然资源量的组成,说明了可采资源量的计算方法,指出有开采潜力区和超采区的分布.针对所存在的问题,提出了浅层地下水资源可持续开发利用的措施. 相似文献
109.
110.
环境样品中痕量元素的化学形态分析Ⅰ.分析技术在化学形态分析中的应用 总被引:21,自引:7,他引:21
文章介绍了形态分析的基本概念,常用的联用分析技术,如气相色谱原子吸收光谱、气相色谱原子荧光光谱、气相色谱微波诱导等离子体原子发射光谱、气相色谱电感耦合等离子体质谱、高效液相色谱电感耦合等离子体质谱等在环境样品(水、土壤、沉积物)中痕量元素化学形态(价态、金属有机化合物等)分析中的应用,土壤和沉积物中污染元素的顺序提取步骤,以形态分析发展动态。引用文献72篇。 相似文献