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1.
The genesis of the Houzhai karstic water system of the Guanling Formation, southwestern China, dates back to the Middle Triassic. Due to differences in the geomorphology and the extent of the underground river system with highly developed conduits, the hydrologic function appears to be complex. The hydrologic function and behavior of the karst system were analyzed by spring hydrograph (Mangin 1975) and by groundwater hydrochemical methods. The result obtained from the former shows that the Houzhai karstic water system behaves in a non-karstic way, with slow infiltration and a large regulation power. This study shows that Mangin’s karst classification is not applicable in the karstic water systems of southwest China. The hydrodynamic parameters obtained from Mangin’s spring hydrograph and the hydrochemical parameters obtained from the analysis of the bicarbonate relative frequency were combined to characterize the hydrologic function and behavior of the Houzhai karstic water system. The synthesized result shows that the distortion degree of the precipitation input is lower upstream, due to the different surface landform and the degree of karst heterogeneity. Mangin A (1975) Contribution à l’étude hydrodynamique des aquifères karstiqus (Contribution to the hydrodynamic study of karst aquifers). Thèse, Université of Dijon, France (Annales de Spéléologie 29(3), 283–332; 29(4), 495–601; 30(1), 21–124).  相似文献   

2.
The recession hydrographs of karst springs provide important information about aquifer characteristics such as storage properties and drainage potential, karstification degree, and other hydrological features. The Faresban, Famaasb, Gonbad-e-Kabood, and Gian springs are the important karst springs which drain main karst aquifers in west of Iran. In this study, we evaluate hydrological characteristics of these four karst springs using different analytic equations. Almost, all the recession curves were well fitted by a function that consists of three main exponential terms. The initial portion of the recession curve represents the fast drainage of large fractures and conduits, ending with the slowly decreasing curve, where the drainage of rock matrix and small fissures or baseflow is dominant. The Gian spring has the largest storage volume but the lowest drained water (7%). Using Mangin’s equation, it is apparent that the baseflow supplies over 85% of the total drained water to the Gian spring, while a small quantity of total outflow is made up of quickflow periods. Of the water available to the Famaasb, Faresban, and Gonbad-e-Kabood springs, 85, 80, and 70% are drained during period of baseflow, respectively, whereas the quickflow periods have minor importance in some springs. Based on the Coutagne’s equation results, it can be concluded that the catchment of the Famaasb and Gonbad-e-Kabood springs have a karstified saturation zone with drainage channels that provide a rapid discharge with little storage capacity. At Gian catchment area, the initial discharge is not as rapid as karstification but is fairly homogeneous throughout the aquifer.  相似文献   

3.
贵州印江朗溪岩溶槽谷龙洞湾泉流量衰减分析   总被引:2,自引:2,他引:0  
文章对贵州省印江县朗溪隔槽式向斜岩溶槽谷轴面南东侧的龙洞湾岩溶泉流量衰减规律进行了分析,通过在泉口设置复合堰、安放水文气象自动监测仪,获取了该泉降雨量和相对水位的高时间分辨率监测数据,并采用水力学公式计算了泉流量,分析了降雨过后岩溶泉流量的动态特征,再利用分区间指数函数衰减方程确定了该泉所在含水介质的结构特征及亚储水量,结果发现:(1)龙洞湾泉流量峰值滞后时间受降雨过程特征影响较大,当降雨量大或前期有降雨影响时,滞后时间短;当降雨量小或前期无降雨影响时,滞后时间长;(2)强降雨后,龙洞湾泉流量的衰减可分为三个亚动态,且衰减系数的差异较大,第I亚动态和第II亚动态的衰减系数分别是第III亚动态的11倍和3倍,这表明其三重岩溶含水介质的特征明显;(3)龙洞湾泉的含水介质具有不均匀性,以管道流和裂隙流为主,岩溶发育强烈。   相似文献   

4.
The groundwater wells in the Ramtha region of Jordan are tapping three aquifers: the upper, intermediate and deep aquifers. The upper aquifer groundwater is tritiated and its stable isotopic composition varies over a wide range. This signifies short residence times and local recharge from an elevation around 600 m above sea level. The groundwater of the upper aquifer has an elevated level of , which is attributed to anthropogenic sources. The intermediate and deep aquifers are untritiated and have long residence times. The stable isotope results signify a recharge elevation for the intermediate aquifer higher than that for the upper aquifer. Stable isotopes in groundwater from both aquifers clustered along the eastern meteoric water line and demonstrate association with the dominant climate of Jordan. The groundwater of the intermediate aquifer is classified as Ca2+- , which reflects circulation through a carbonate aquifer. There is evidence that leakage from the upper aquifer has influenced the isotopic and chemical makeup of the groundwater in an intermediate aquifer well. The groundwater of the deep aquifer has the highest temperature in the basin and its isotopic composition is much more depleted than both the upper and intermediate aquifers and plots on the global meteoric water line.
Résumé  Les puits de la région de Ramtha en Jordanie captent trois aquifères : les aquifères supérieur, intermédiaire et profond. L’eau de l’aquifère supérieur est tritiée et sa composition en isotopes stables varie dans un large intervalle. Ceci signifie des temps de séjour courts et une recharge locale à une altitude d’environ 600 mètres au-dessus du niveau de la mer. L’eau de l’aquifère supérieur a une teneur en élevée, qui est attribuée à des origines anthropiques. Les aquifères intermédiaire et profond ne sont pas tritiés et ont des temps de séjour longs. Les valeurs des isotopes stables indiquent une altitude de recharge pour l’aquifère intermédiaire plus élevée que pour l’aquifère supérieur. Les isotopes stables de l’eau des deux aquifères groupés le long de la droite des eaux météoriques orientale démontrent une relation avec le climat prédominant en Jordanie. L’eau de l’aquifère intermédiaire est de type Ca2+-, ce qui traduit une circulation dans un aquifère carbonaté. Il est évident qu’un apport de l’aquifère supérieur a influencé la composition isotopique et chimique da l’eau d’un puits dans l’aquifère intermédiaire. L’eau de l’aquifère profond a la température la plus élevée dans le bassin et sa composition isotopique est bien plus déprimée que dans les deux aquifères supérieur et intermédiaire et se situe sur la droite globale de l’eau météorique.

Resumen  Las perforaciones en la región de Ramtha de Jordania atraviesan tres acuíferos: los acuíferos superior, intermedio y profundo. El agua del acuífero superior contiene tritio y su composición isotópica varía en un rango amplio. Esto se interpreta como aguas de corto período de residencia recargadas localmente en una zona elevada a unos 600 m sobre el nivel del mar. El agua del acuífero superior posee elevadas concentraciones de , de origen antropogénico. Las aguas de los acuíferos intermedio y profundo no contienen tritio y su período de residencia es largo. Los resultados de las concentraciones de isótopos estables sugieren que la recarga del acuífero intermedio proviene de alturas mayores que las correspondientes al acuífero superior. Los datos de isótopos estables de ambos acuíferos se agrupan a lo largo de la Línea Meteórica Este, y demuestra su asociación con el clima predominante en Jordania. El agua subterránea del acuífero intermedio se clasifica como Ca2+-, lo que refleja su circulación a través de un acuífero carbonático. Hay evidencias que las filtraciones desde el acuífero superior han influenciado las características químicas e isotópicas del acuífero intermedio. Las aguas del acuífero profundo son las de mayor temperatura en la cuenca, su composición isotópica es más reducida que aquella de los acuíferos superior e intermedio, y su posición gráfica se aproxima a la Línea Meteórica Mundial.
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5.
Saline groundwater has three principal origins in Denmark: 1) Seawater infiltration into nearcoastal aquifers, 2) saline formation water in aquifers of marine sedimentary origin, and 3) intrusion of brines from deep saline formation waters and evaporitic deposits in the subsurface. Strontium-isotope studies of chloride-contaminated groundwater from a Quaternary sandy aquifer at Stautrup Waterworks, Denmark, indicate that the groundwater is heavily influenced by saline formation water from underlying Oligocene marine mica clay. Thus, strontium isotopic hydrochemical criteria were successfully used to identify the sources of saline groundwater.
RESUMEN: La salinidad en las aguas subterráneas de Dinamarca tiene tres orígenes principales: 1) Infiltración de agua marina en acuíferos costeros, 2) agua de formación salina en acuíferos de origen sedimentario marino, y 3) intrusión de salmueras procedentes de aguas salinas de formaciones profundas y de depósitos evaporíticos subterráneos. Estudios isotópicos del estronico en las aguas subterráneas contaminadas or cloruros en un acuífero arenoso Cuaternario en Stautrup Waterworks, Dinamarca, indican que el agua está fuertement influenciada por el agua de formación salina correspondiente a una capa inferior de micas arcillosas oligocénicas. Por tanto, los criterios hidroquímicos isotópicos se pudieron utilizar satisfactoriamente para identificar las fuentes de salinidad de las aguas subterráneas.

RéSUMé: La salinité des aux souterraines du Danemark possède trois origines principales: 1) l'intrusion d'eau de mer dans les aquifères littoraux, 2) les eaux connées des sédiments marins constituant l'aquifère, 3) la remontée dans les aquifères superficiels de saumures provenant d'eaux connées de sédiments et de formations évaporitiques profonds. L'étude des isotopes du strontium d'eaux souterraines chargées en chlorures d'un aquifère sableux du Quaternaire du champ captant de Stautrup (Danemark) montre que le chimisme des eaux souterraines est fortement marqué par les eaux connées des argiles micacées marines sous-jacentes de l'Oligocène. Des critères hydrochimiques des isotopes du strontium ont par conséquent permis d'identifier les sources de la salinité d'eaux souterraines.
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6.
In northern Puerto Rico (USA), subsurface conduit networks with unknown characteristics, and surface features such as springs, rivers, lagoons and wetlands, drain the coastal karst aquifers. In this study, drain lines connecting sinkholes and springs are used to improve the developed regional model by simulating the drainage effects of conduit networks. Implemented in an equivalent porous media (EPM) approach, the model with drains is able to roughly reproduce the spring discharge hydrographs in response to rainfall. Hydraulic conductivities are found to be scale dependent and significantly increase with higher test radius, indicating scale dependency of the EPM approach. Similar to other karst regions in the world, hydraulic gradients are steeper where the transmissivity is lower approaching the coastline. This study enhances current understanding of the complex flow patterns in karst aquifers and suggests that using a drainage feature improves modeling results where available data on conduit characteristics are minimal.  相似文献   

7.
The ability of artificial neural networks (ANN) to model the rainfall-discharge relationships of karstic aquifers has been studied in the La Rochefoucauld karst system, south-west France, which supplies water to the city of Angoulême. A neural networks model was developed based on MLP (multi-layer perceptron) networks and the Levenberg-Marquardt optimization algorithm. Raw rainfall data were used without transformation into effective rainfall. This allowed for the elimination of certain non-verifiable simplifying assumptions and their subsequent introduction into the modeling procedure. The raw rainfall and discharge data were divided into three groups for the training, the validation and the prediction test of the ANN model. The training and validation phases led to a very satisfactory calibration of the ANN model. The attempt to predict discharges showed that the ANN model is able to simulate the karstic aquifer discharges. The shape of the simulated hydrographs was found to be similar to that of the actual hydrographs. These encouraging results make it possible to consider interesting and new prospects for the modeling of karstic aquifers, which are highly non-linear systems.
Resumen Se ha estudiado la capacidad de las redes artificiales neurales (ANN) para modelizar las relaciones de lluvia-descarga de acuíferos kársticos en el sistema kárstico La Rochefocauld, al suroeste de Francia, el cual abastece de agua a la ciudad de Angoulême. Se desarrolló un modelo de redes neurales en base a redes MLP (Perceptron Multi-Capas) y el algoritmo de optimización Levenberg-Marquardt. Se utilizaron datos de lluvia sin la transformación hacia lluvia efectiva. Esto permitió la eliminación de ciertos supuestos simplificadores no verificables y su subsiguiente introducción en el procedimiento de modelizado. Los datos brutos de descarga y lluvia se dividieron en 3 grupos para la preparación, validación y la prueba de predicción del modelo ANN. Las fases de preparación y validación llevaron a una calibración muy satisfactoria del modelo ANN. El intento por predecir descargas mostró que el modelo ANN es capaz de simular las descargas del acuífero kárstico. Se encontró que la forma de los hidrogramas sintéticos es similar a la de los hidrogramas reales. Estos resultados alentadores hacen posible considerar prospectos nuevos e interesantes para el modelizado de acuíferos kársticos los cuales son sistemas altamente no-lineares.

Résumé L’aptitude des réseaux de neurones artificiels (RNA) à modéliser les relations pluie-débit des aquifères karstiques a été évaluée sur le karst de La Rochefoucauld (Sud-Ouest de la France), qui fournit l’eau potable à la capitale régionale Angoulême. Un modèle RNA a été développé à cet effet, basé sur les réseaux PMC (Perceptron Multicouche) et l’algorithme d’optimisation de Levenberg-Marquardt. Les données de pluie utilisées concernent la pluie brute, sans transformation en pluie efficace, ce qui permet de s’affranchir de certaines hypothèses simplificatrices non vérifiables. Les données de pluie brute et de débit ont été réparties en 3 groupes pour l’apprentissage, la validation et le test de prédiction du RNA. Les phases d’apprentissage et de validation ont permis d’aboutir à une calibration très satisfaisante du modèle RNA. La tentative de prédiction a montré que le RNA est apte à simuler les débits de l’aquifère karstique à partir de la pluie brute. La forme des hydrogrammes simulés est semblable à celle des hydrogrammes réels. Les résultats obtenus sont très encourageants et permettent d’envisager des perspectives intéressantes et nouvelles de modélisation des aquifères karstiques, qui sont des systèmes hautement non-linéaires.
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8.
 Groundwater resources from karst aquifers play a major role in the water supply in karst areas in the world, such as in Switzerland. Defining groundwater protection zones in karst environment is frequently not founded on a solid hydrogeological basis. Protection zones are often inadequate and as a result they may be ineffective. In order to improve this situation, the Federal Office for Environment, Forests and Landscape with the Swiss National Hydrological and Geological Survey contracted the Centre of Hydrogeology of the Neuchatel University to develop a new groundwater protection-zones strategy in karst environment. This approach is based on the vulnerability mapping of the catchment areas of water supplies provided by springs or boreholes. Vulnerability is here defined as the intrinsic geological and hydrogeological characteristics which determine the sensitivity of groundwater to contamination by human activities. The EPIK method is a multi-attribute method for vulnerability mapping which takes into consideration the specific hydrogeological behaviour of karst aquifers. EPIK is based on a conceptual model of karst hydrological systems, which suggests considering four karst aquifer attributes: (1) Epikarst, (2) Protective cover, (3) Infiltration conditions and (4) Karst network development. Each of these four attributes is subdivided into classes which are mapped over the whole water catchment. The attributes and their classes are then weighted. Attribute maps are overlain in order to obtain a final vulnerability map. From the vulnerability map, the groundwater protection zones are defined precisely. This method was applied at several sites in Switzerland where agriculture contamination problems have frequently occurred. These applications resulted in recommend new boundaries for the karst water supplies protection-zones. Received: 27 October 1997 · Accepted: 4 July 1998  相似文献   

9.
Presence of springs in karst terranes provides a unique opportunity to study the rather complex, multi-porosity, and multi-permeability system. When springs are used to evaluate the integrity of storage facilities for hazardous materials or waste disposal facilities constructed in karst areas, the spatial heterogeneity of karst aquifers makes intra-spring comparisons preferred statistical tests. One of the commonly used statistical tests is water quality control procedure such as Shewhart-CUSUM control charts. Appropriate application of the water quality control procedure to intra-spring monitoring depends on whether the assumptions can be justified about the aquifer that drains to the spring and the dataset collected at the spring. Violation of the assumptions would render the statistical tests invalid, which may result in a failure of the groundwater monitoring program. In intra-spring monitoring, it is the temporal variations of water quality at a karst spring need to be addressed, whereas the water quality at the spring is closely associated with the characteristics of the aquifer. The example datasets presented in the paper indicate that both false negative and false positive detections can occur if the temporal variation is not well characterized.  相似文献   

10.
A vulnerability-based approach for delineating groundwater protection zones around springs in fractured media has been developed to implement Swiss water-protection regulations. It takes into consideration the diversity of hydrogeological conditions observed in fractured aquifers and provides individual solutions for each type of setting. A decision process allows for selecting one of three methods, depending on the spring vulnerability and the heterogeneity of the aquifer. At the first stage, an evaluation of spring vulnerability is required, which is essentially based on spring hydrographs and groundwater quality monitoring. In case of a low vulnerability of the spring, a simplified method using a fixed radius approach (“distance method”) is applied. For vulnerable springs, additional investigations must be completed during a second stage to better characterize the aquifer properties, especially in terms of heterogeneity. This second stage includes a detailed hydrogeological survey and tracer testing. If the aquifer is assessed as slightly heterogeneous, the delineation of protection zones is performed using a calculated radius approach based on tracer test results (“isochrone method”). If the heterogeneity is high, a groundwater vulnerability mapping method is applied (“DISCO method”), based on evaluating discontinuities, protective cover and runoff parameters. Each method is illustrated by a case study.  相似文献   

11.
Well-developed karst aquifers tend to be heterogeneous and consist of variable porosities. Groundwater monitoring and the associated data interpretations in such aquifers are often more complicated than porous medium aquifers. Collection of representative data in karst aquifers often requires monitoring at appropriately located wells and/or springs that are proven to connect to the groundwater system. Water samples are to be collected under different flow conditions, including base flow, high-flow, and low-flow. The sampling frequencies may vary from several months for base flows to minutes in response to recharge events. The groundwater monitoring program presented in this paper is for a cement kiln dust mono-fill site in a karst area of southern Indiana. Following dye tracing and extensive geophysical investigations, one spring was selected as a monitoring location. A second spring should be used as a monitoring location when the last cell of the mono-fill begins receiving the wastes. The paper discusses results from the first spring, at which nine background sampling events were completed to evaluate the natural variations of the water quality. Based on the background data, a statistical evaluation plan was developed for 12 water-quality parameters to determine the integrity of the landfill. The statistical power of the statistical analyses was evaluated by Monte Carlo simulations.  相似文献   

12.
13.
Résumé

Entre Lorraine et Champagne, dans l’est du Bassin parisien, au contact des calcaires portlandiens du Barrois et des sables et argiles crétacés du Perthois, se développe un karst couvert. Le paysage de côtes est ici perturbé par une tectonique souple (synclinal de Treveray) et cassante (fossé d’effon-drement de la Marne) déterminant l’organisation spatiale des écoulements. En période d’étiage, les méthodes hydrologiques (profils hydrologiques lissés, traçages), permettent de montrer l’influence de cette tectonique d’ondulation et de basculement sur l’écoulement des rivières barroises (Saulx, Marne). Fractures et microfractures influencent la zone de transit vertical des eaux du karst (zone des puits) tandis que les failles compartimentent les aquifères (système du Rupt-du-Puits, 21 km de conduits, 13 km2). Les méthodes d’études hydrologiques, confirment le basculement de la région vers l’ouest déduit des comparaisons de nivellement. © Elsevier, Paris  相似文献   

14.
娘子关泉域群泉是中国北方最大的岩溶泉,泉域汇水面积达7 436 km2,前人认为:泉域内岩溶水由北、西、南3面向娘子关一带径流汇集,由于娘子关一带下奥陶系燧石团块或条带白云岩相对隔水层隆起,并被桃河侵蚀出露,使岩溶地下水溢出地表成泉群,其主要含水层为中奥陶系含石膏碳酸盐岩。但各泉的水化学、同位素特征有差异,娘子关泉群并不是出自统一源。文章通过水化学、同位素、水文地质剖面等方法研究得出: 娘子关泉域存在两个含水层、三个子系统:中奥陶系灰岩含水层和中上寒武系白云岩含水层;西部奥陶系岩溶水系统、东部奥陶系岩溶水系统和东部中上寒武系岩溶水系统。泉域内城西泉与程家泉出露于中奥陶系下马家沟组泥灰岩之上,含水层为中奥陶系灰岩裂隙、溶隙水,由于区域下马家沟组泥灰岩隆起隔水出露地表成泉,属于东部奥陶系岩溶水系统;坡底泉、五龙泉、河北泉、水帘洞泉、苇泽关泉其补给主要来源于中上寒武系含水岩组,为承压上升泉,属于东部中上寒武系岩溶水系统。   相似文献   

15.
The systematic sampling of the chemical composition of the groundwater from five karst springs (including an overflow spring) and one outflowing borehole have permitted to determine distinctive chemical changes in the waters that reflect the geochemical processes occurring in a carbonate aquifer system from southern Spain. The analysis of the dissolution parameters revealed that geochemical evolution of the karst waters basically depends on the availability of the minerals forming aquifer rocks and the residence time within the aquifers. In the three proposed scenarios in the aquifers, which include the preferential flow routines, the more important geochemical processes taking place during the groundwater flow from the recharge to the discharge zones are: CO2 dissolution and exsolution (outgassing), calcite net dissolution, calcite and dolomite sequential dissolution, gypsum/anhydrite and halite dissolution, de-dolomitization and calcite precipitation. A detailed analysis of the hydrochemical data set, saturation indices of the minerals and partial pressure of CO2 in the waters joined to the application of geochemical modelling methods allowed the elaboration of a hydrogeochemical model of the studied aquifers. The developed approach contributes to a better understanding of the karstification processes and the hydrogeological functioning of carbonate aquifers, the latter being a crucial aspect for the suitable management of the water resources.  相似文献   

16.
In terms of hydrogeological, engineering-geological, and hydrotechnical tapping in karst in relation to ground waters, karst channels, springs and ponors, speleodiving is the only research method which enables direct observation, studying and exact geological mapping of karst channels and caverns. Data collected during speleodiving research contribute considerably to the analysis of karst evolution process in the given region, which is very important in evaluating the depth of karstification and determining the main direction of the groundwater flow. In the past 30 years in Serbia and Montenegro, speleodivers have investigated over 40 siphonal springs, active cave channels and ponors, of which more than 20 are proof of deep siphonal circulation in karstic aquifers. The karstic springs are the most interesting phenomenon from a hydrogeological view point, and their investigations need particular attention. Most of significant karstic springs are on the rims of erosion basins—perimeters of karst poljes, river valleys, sea coasts and contact areas between karst aquifers and hydrogeological barriers. General characteristics of the spring regime are the direct correlation between precipitation and spring discharge. Moreover, the hydrogeological regime of these springs also depends on the size of the catchment area, karstic aquifer retardation capacity, total porosity, as well as lithological and structural characteristics.  相似文献   

17.
Forty major perennial springs, under different lithological controls, in a part of Kashmir Himalaya in India were studied to understand the response of spring discharges to regional climate variability. The average monthly spring discharge is high in Triassic Limestone-controlled springs (karst springs) and low in alluvium- and Karewa-controlled springs. In general, the measured monthly spring discharges show an inverse relation with the monthly precipitation data. However, a direct correlation exists between the spring discharges and the degree of snow/ice melt. The results suggest that the creation of a low and continuous (but stable) recharge from the Triassic Limestone and Panjal Trap aquifers, due to blockage of groundwater flow between strata with contrasting hydraulic conductivity, attenuates the discharge and gives rise to small fluctuations in the alluvium- and Karewa-controlled springs. The average monthly discharge of the karst and alluvial springs showed an overall decreasing trend for two and a half decades, with the lowest discharge recorded in 2001. The study revealed that the regional/global warming and below-normal precipitation in the period of snow accumulation (PSA) has triggered the receding of glaciers and attenuation of spring discharges.  相似文献   

18.
Recession flow of aquifers from a hillslope can be described by the non-linear Boussinesq equation. Under strong assumptions and for specific conceptual formulations, different authors derived analytical approximations or linearized versions to this partial differential equation. A comparative analysis between some analytical approximations of the Boussinesq equation and the numerical solution of the recession flow of an unconfined homogeneous aquifer (horizontal, inclined and concave aquifer floor) was carried out. The objective was to define the range where the analytical solutions approximate the numerical solution. The latter was considered in this study as the reference method, because it requires fewer assumptions. From the considered analytical approximations, exponential decay relationships were found to be mainly valid for fine domain materials when horizontal, mild slopes (less than 2%) and concave aquifer floors were considered, but failed to reproduce coarse aquifer numerical model outflows, in contrast to the quadratic decay relationship, which better reproduce outflows in such domains. On the basis of the comparative analysis, it has been found that recession flows obtained with the considered analytical approximations yield similar values only for certain ranges of aquifer properties and geometries.
Résumé L’écoulement de décrue dans les aquifères de versant peut être décrit par l’équation non-linéaire de Boussinesq. En considérant d’importantes hypothèses et des formulations conceptuelles spécifiques, différents auteurs ont dérivé des approximations analytiques ou des versions linéarisées de cette équation partielle différentielle. Une analyse comparative entre des approximations analytiques de l’équation de Boussinesq et une solution numérique de la décrue d’un aquifère homogène libre (limite inférieure de l’aquifère horizontale, inclinée et concave) a été effectuée. L’objectif était de définir la plage pour laquelle les solutions analytiques approchent la solution numérique. Cette dernière a été considérée dans cette étude comme la méthode de référence car elle demande moins d’hypothèses. Parmi les approximations analytiques considérées, les relations de décroissance exponentielle se sont avérées être principalement valides pour des matériaux fins lorsque des couches aquifères horizontales, concaves et de pentes douces (moins de 2%) étaient considérées; en revanche, celles-ci n’ont pas réussi à reproduire les écoulements sortants d’un modèle numérique pour un aquifère à matériaux grossiers, contrairement à la relation de décroissance quadratique qui reproduit mieux les écoulements sortants dans de tels milieux. Sur la base de l’analyse comparative, il s’est avéré que les écoulements en décrue obtenus avec les approximations analytiques considérées présentent des valeurs similaires seulement pour certains critères géométriques et propriétés de l’aquifère.

Resumen Puede describirse el flujo de recesión de acuíferos de una ladera mediante la ecuación no-lineal de Boussinesq. Bajo fuertes supuestos y para formulaciones conceptuales específicas, distintos autores han derivado aproximaciones analíticas o versiones lineales para esta ecuación parcial diferencial. Se realizó un análisis comparativo entre algunas aproximaciones analíticas de la ecuación de Boussinesq y la solución numérica del flujo de recesión de un acuífero homogéneo no confinado (piso de acuífero cóncavo, inclinado, y horizontal). El objetivo consistió en definir el rango donde las soluciones analíticas aproximan la solución numérica. En este estudio se consideró la solución numérica como el método de referencia debido a que requiere menores supuestos. De las aproximaciones analíticas consideradas se encontró que las relaciones de desintegración exponencial eran principalmente válidas para materiales de ámbitos finos donde se consideraron pisos de acuíferos horizontal, pendientes medianas (menores a 2%) y cóncavos pero fallaron en reproducir flujos de salida de modelos numéricos de ámbito grueso, en contraste con la relación de desintegración cuadrática la cual reproduce mejor los flujos de salida en tales ámbitos. En base al análisis comparativo se encontró que los flujos de recesión obtenidos con las aproximaciones analíticas consideradas aportaron valores similares solo para ciertos rangos de propiedades y geometrías de acuíferos.
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19.
In a semiarid region, the karst aquifer generally forms a large groundwater reservoir that can play an important role in regional water supply. But because of the specific physical properties of karst aquifers, they are vulnerable to pollution and anthropogenic impacts. Karst groundwater management strategies are vital. As representative of karst springs in a semiarid area, Niangziguan Springs is located in the east of Shanxi Province, China with an annual average rate of discharge of 10.34 m3/s (1956–2003) (Y. Liang, unpublished data). The Niangziguan Spring Basin covers an area of 7,394 km2 with an annual average precipitation of 535 mm (1958–2003) (Hao et al. in Carsologica Sinica 23(1):43–47, 2004). Over the past three decades, accelerated groundwater exploitation has caused water-table decline in the aquifer, reduction of the spring discharge, and deterioration of water quality. In this study, three protection zones were defined to ensure the quality and capacity of this resource. The confluence of the 11 spring systems and the discharge areas were defined as I protection zone, the recharge basin was II protection zone, and the slack water area where there is little surface recharge was the III protection zone. Management strategies for each zone were suggested and evaluated to provide a scientific foundation for sustainable utilization.  相似文献   

20.
Aquifers are generally composed of highly permeable layers that can conduct a considerable amount of groundwater. Traditionally, aquifer units are correlated through the concept of lithostratigraphy. For low-permeable aquifers, it is difficult to define the spatial distribution of hydrogeological units, and this study attempts to use geochemical modeling to identify the groundwater flow paths in an area of Taiwan. Multiple geochemical analyses, including groundwater chemistry; stable isotopic compositions of hydrogen, oxygen and carbon; and radiocarbon contents were performed. Using these parameters as the constraints of geochemical models, the hydraulic connection was examined between pairs of possibly interlinked wells along four selected cross sections, and the conceptual groundwater model was accordingly established. The resultant model suggests that the hydraulic connection between aquifers should be correlated with the concept of chronological stratigraphy, especially for low-permeable, unconsolidated aquifers. Using Darcy’s law, the hydraulic conductivities of the fine-sand aquifers were estimated to be between 3.14 × 10−5 and 1.80 × 10−4 m/s, which are roughly one order of magnitude higher than those derived by in situ pumping tests. The substantial extraction of groundwater over a long period in the studied area could accelerate groundwater flow, leading to an overestimation of the aquifer permeability.

Electronic supplementary material The online version of this article (doi:) contains supplementary material, which is available to authorized users.
Résumé En règle générale, les aquifères sont constitués de couches très perméables capables de conduire des quantités d’eau considérables. Les unités aquifères sont traditionnellement corrélées d’un point de vue lithostratigraphique. Dans le cas des aquifères à faible perméabilité, il s’avère difficile de définir une distribution spatiale des unités hydrogéologiques, et cette étude tente d’utiliser la modélisation géochimique pour identifier les cheminements des eaux souterraines dans un secteur de Taiwan. Plusieurs analyses géochimiques ont été réalisées ; elles incluent la chimie des eaux souterraines, les isotopes stables de l’hydrogène, de l’oxygène et du carbone et l’abondance en carbone 14. En utilisant ces paramètres comme contraintes pour les modèles géochimiques, les liaisons hydrauliques entre les puits potentiellement interconnectés ont été étudiées deux par deux, le long de quatre coupes présélectionnées, et le modèle conceptuel a été établi en conséquence. Ce modèle résultant suggère que les connexions hydrauliques inter-aquifères devraient être corrélées avec les concepts stratigraphiques, surtout pour les aquifères non consolidés à faible perméabilité. Les perméabilités dans les aquifères de sables fins ont été estimées par la loi de Darcy entre 3.14 × 10−5 et 1.80 × 10−4 m/s, soit environ un ordre de grandeur au-dessus de celles issues des tests de pompage sur site. L’exploitation substantielle des eaux souterraines sur une longue période dans la zone d’étude peut accélérer les écoulements souterrains, menant à une surestimation de la perméabilité de l’aquifère.

Resumen Los acuíferos están generalmente compuestos de capas muy permeables que pueden conducir una cantidad considerable de agua subterránea. Tradicionalmente, se ponen en correlación las unidades acuíferas a través del concepto de litoestratigrafía. Para los acuíferos de baja-permeabilidad, es difícil de definir la distribución espacial de unidades hidrogeológicas y este estudio intenta usar modelamiento geoquímico para identificar las direcciones del flujo de agua subterránea en un área de Taiwán. Se realizó el análisis geoquímico múltiple, incluyendo la química del agua subterránea, la composición de isótopos estables de hidrógeno, oxígeno y carbono, y el contenido de radiocarbono. Usando estos parámetros como limitantes de modelos geoquímicos, la conexión hidráulica se examinó entre pares de pozos posiblemente interrelacionados, a lo largo de cuatro cortes transversales seleccionados y de acuerdo con esto se estableció el modelo conceptual del agua subterránea. El modelo resultante sugiere que la conexión hidráulica entre los acuíferos deba interrelacionarse con el concepto de estratigrafía cronológica, sobre todo para los acuíferos sin consolidar de baja permeabilidad. Usando la ley de Darcy, se estimaron las conductividades hidráulicas de los acuíferos de arena fina obteniendo valores entre 3.14 × 10−5 y 1.80 × 10−4 m/s, las cuales son aproximadamente un orden de magnitud mayor, que aquéllos obtenidos in situ por las pruebas de bombeo. La extracción considerable de agua subterránea durante un periodo largo en el área estudiada, podría acelerar el flujo de agua subterránea, llevando a una sobrestimación de la permeabilidad en los acuíferos.
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