Groundwater flow through Pleistocene glacial deposits in the rapidly urbanizing Rouge River–Highland Creek watershed,City of Scarborough,southern Ontario,Canada

The city of Scarborough lies on the eastern margin of the Greater Toronto Area of southern Ontario, Canada, along the northern coastline of Lake Ontario. The City has a population of 500,000 and is presently one of the fastest growing communities in Canada. The City is expanding northwards onto rural land on the south slope of the large Pleistocene glacial Oak Ridges Moraine system. The moraine system is underlain by a thick (150 m) succession of tills, sands and gravels and is a regionally-significant recharge area for three principle aquifer systems that discharge to numerous watercourses that flow to Lake Ontario. Protection of deeper aquifers from surface-generated urban contaminants is a particular concern. A groundwater flow model using Visual MODFLOW was developed for the 350-km² Rouge River–Highland Creek (RRHC) drainage basin using an extensive GIS-based collection of subsurface geological, geophysical and hydrogeological data, maps of land use and surficial geology. The RRHC model was calibrated against point water level data, known potentiometric surfaces of the principal aquifers and baseflow measurements from streamflow gauging stations and determined to be within acceptable limits. Water balance calculations indicate that 70% of the basin recharge (106,000 m³/day) enters the Upper Aquifer along the crest and immediate flanks of the Oak Ridges Moraine. To the south, Upper Aquifer water moving through fractured till aquitards accounts for more than 75% of recharge to deeper aquifers. Water quality data confirm previous observations that urban- and rural-sourced contaminants (chlorides and nitrates) present in Upper Aquifer waters are moving rapidly into deeper aquifers. Some 83% of total RRHC recharge water is ultimately discharged as baseflow to creeks draining to Lake Ontario; the remainder discharges to springs and along eroding lakeshore bluffs. Model results demonstrate that deeper aquifers are poorly protected from urban contaminants and that long-term protection of ground and surface water quality has to be a priority of municipal planners if the resource is not to be severely degraded. Electronic Publication     

Effects of climate change on the groundwater system in the Grote-Nete catchment,Belgium

The effects of climate change on the groundwater systems in the Grote-Nete catchment, Belgium, covering an area of 525 km², is modeled using wet (greenhouse), cold or NATCC (North Atlantic Thermohaline Circulation Change) and dry climate scenarios. Low, central and high estimates of temperature changes are adopted for wet scenarios. Seasonal and annual water balance components including groundwater recharge are simulated using the WetSpass model, while mean annual groundwater elevations and discharge are simulated with a steady-state MODFLOW groundwater model. WetSpass results for the wet scenarios show that wet winters and drier summers are expected relative to the present situation. MODFLOW results for wet high scenario show groundwater levels increase by as much as 79 cm, which could affect the distribution and species richness of meadows. Results obtained for cold scenarios depict drier winters and wetter summers relative to the present. The dry scenarios predict dry conditions for the whole year. There is no recharge during the summer, which is mainly attributed to high evapotranspiration rates by forests and low precipitation. Average annual groundwater levels drop by 0.5 m, with maximum of 3.1 m on the eastern part of the Campine Plateau. This could endanger aquatic ecosystem, shrubs, and crop production.     

An analysis of the infer-aquifer recharge for a deep-seated aquifer system tapped by a wellfield

Operation of a wellfield tapping a deep-seated aquifer system depends upon the recharge from outside the aquifer system under the condition of exploitation. This kind of replenishment, however, is not learned until the wellfield is in operation and a quarry-pumping test is often needed in the investigation of the wellfield. A deep-seated confined aquifer consisting of Ordovician carbonates occurs in the Chezhoushan Syncline crossing the border of Tianjin and Hebei in northern China. The Ordovician aquifer is believed to receive recharge through leakage from the overlying Quaternary aquifer only in the northeastern part of the syncline. The Ninghebei wellfield is planned to produce 100,000 m³/day of groundwater from the Ordovician aquifer for water supply. A three-dimensional transient numerical model was established based on a hydrogeologic survey, especially a quarry-pumping test conducted in 2003. The model was calibrated with the water-level data of the quarry-pumping test and used to predict the future water-level changes that might result from the three proposed exploitation scenarios. A 20 year predictive simulation results indicate that hydraulic heads decline rapidly in the early months, decline slowly in the following years and reach a steady state in the late period with a maximum drawdown of 52.09 m under the maximum total withdrawal rate of 120,000 m³/day from the Ordovician aquifer, and that the infer-aquifer recharge through leakage from the Quaternary aquifer can balance the withdrawal rate.     

Three-dimensional variable-density flow simulation of a coastal aquifer in southern Oahu, Hawaii, USA

Three-dimensional modeling of groundwater flow and solute transport in the Pearl Harbor aquifer, southern Oahu, Hawaii, shows that the readjustment of the freshwater–saltwater transition zone takes a long time following changes in pumping, irrigation, or recharge in the aquifer system. It takes about 50 years for the transition zone to move 90% of the distance to its new steady position. Further, the Ghyben–Herzberg estimate of the freshwater/saltwater interface depth occurred between the 10 and 50% simulated seawater concentration contours in a complex manner during 100 years of the pumping history of the aquifer. Thus, it is not a good predictor of the depth of potable water. Pre-development recharge was used to simulate the 1880 freshwater-lens configuration. Historical pumpage and recharge distributions were used and the resulting freshwater-lens size and position were simulated through 1980. Simulations show that the transition zone moved upward and landward during the period simulated.Previous groundwater flow models for Oahu have been limited to areal models that simulate a sharp interface between freshwater and saltwater or solute-transport models that simulate a vertical aquifer section. The present model is based on the US Geological Surveys three-dimensional solute transport (3D SUTRA) computer code. Using several new tools for pre- and post-processing of model input and results have allowed easy model construction and unprecedented visualization of the freshwater lens and underlying transition zone in Hawaiis most developed aquifer.

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Electronic Supplementary Material Supplementary material is available in the online version of this article at .

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Resumen La modelación tridimensional del flujo de agua subterránea y del transporte de solutos en el acuífero de Pearl Harbor, en la parte sur de Oahu, Hawaii, muestra que el reajuste de la zona de transición agua dulce–agua salada, toma un largo tiempo a partir de cambios en el bombeo, irrigación o recarga en el sistema acuífero. Le toma alrededor de 50 años, a la zona de transición, moverse el 90% de la distancia hacia su nueva posición estacionaria. Además, el estimativo de Ghyben–Herzberg, sobre la profundidad de la interfase agua dulce–agua salada, se encuentra entre el 10 y el 50% en los contornos simulados de concentración de agua salada, de una manera compleja, durante 100 años de la historia de bombeo del acuífero. Por tanto, no es este un buen predictor de la profundidad del agua potable. Se utilizó una recarga pre – desarrollo, para simular la configuración del lente de agua dulce en 1880. Fueron utilizadas las distribuciones históricas del bombeo y de la recarga y se simularon el tamaño y posición resultantes del lente de agua dulce hasta 1980. Esas simulaciones muestran que la zona de transición se movió tierra adentro y hacia arriba, durante el periodo que se simuló.Los anteriores modelos de flujo para agua subterránea en Oahu, han sido limitados a modelos areales, que simulan una interfase abrupta entre agua dulce y agua salada, o bien han sido modelos de transporte de solutos que simulan una sección vertical del acuífero. El modelo presente está basado en el programa de computador del US Geological Survey (3D SUTRA), para transporte de solutos en tres dimensiones. Mediante el uso de varias herramientas nuevas para pre – procesamiento y post – procesamiento de las entradas y resultados del modelo, se ha permitido una construcción fácil del mismo y una visualización sin precedentes del lente de agua dulce y de la zona de transición subyacente en el acuífero más desarrollado de Hawaii.

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Résumé La modélisation tridimensionnelle de lécoulement et du transport dans la partie sud de laquifère Oahu-Hawai montre que le temps de réajustement de la zone de transition entre leau douce et leau salée est assez long et dépend de la variation des pompages et des irrigations, ainsi que de la recharge du système aquifère. Il sont nécessaires 50 ans pour que la zone de transition parcoure 90% de la distance qui la sépare de sa nouvelle position. La profondeur du biseau estimée par le schéma Ghyben–Herzberg se trouve entre les contours de 10 et 50% de la concentration de leau salée. Ce résultat a été obtenu après la simulation de lhistoire du pompage de laquifère pendant une période de 100 ans. Donc le schéma Ghyben–Herzberg conduit aux valeurs erronées de la profondeur de leau potable. La valeur de la recharge davant lexploitation de laquifère a été utilisée pour simuler la configuration des lentilles deau douce en 1880. En utilisant lhistoire du pompage et la distribution de la recharge ont on a simulé les dimensions et le positions des lentilles deau douce jusqu› en 1980. Les simulation montrent que le mouvement de la zone de transition est ascendant et vers le continent.Les modèles antérieurs de la zone dOahu ont été des modèles locaux qui ont simulé une interface nette eau douce-eau salée ou des modèles de transport bidimensionnels, dans une coupe verticale. Le modèle actuel est basé sur le code 3D-SUTRA, réalisé par le Service Géologique des États-Unis. L› utilisation des différents techniques de traitement des données a permis une construction facile du modèle, ainsi qu› une visualisation sans précédent des lentilles deau douces et de la zone de transition sous-jacente dans le plus grand aquifère du Hawai.

     

Groundwater recharge and chemical evolution in the southern High Plains of Texas, USA

The unconfined High Plains (Ogallala) aquifer is the largest aquifer in the USA and the primary water supply for the semiarid southern High Plains of Texas and New Mexico. Analyses of water and soils northeast of Amarillo, Texas, together with data from other regional studies, indicate that processes during recharge control the composition of unconfined groundwater in the northern half of the southern High Plains. Solute and isotopic data are consistent with a sequence of episodic precipitation, concentration of solutes in upland soils by evapotranspiration, runoff, and infiltration beneath playas and ditches (modified locally by return flow of wastewater and irrigation tailwater). Plausible reactions during recharge include oxidation of organic matter, dissolution and exsolution of CO₂, dissolution of CaCO₃, silicate weathering, and cation exchange. Si and ¹⁴C data suggest leakage from perched aquifers to the High Plains aquifer. Plausible mass-balance models for the High Plains aquifer include scenarios of flow with leakage but not reactions, flow with reactions but not leakage, and flow with neither reactions nor leakage. Mechanisms of recharge and chemical evolution delineated in this study agree with those noted for other aquifers in the south-central and southwestern USA. Electronic Publication     

Groundwater flow modelling of the regional aquifer of the Pampa del Tamarugal,northern Chile

The Pampa del Tamarugal Aquifer (PTA) is an important source of groundwater in northern Chile. In this study, a groundwater flow model of this aquifer is developed and calibrated for the period 1983–2004. The model reproduces the observed flow-field and the water balance components reasonably well. Five scenarios are defined to evaluate the response to different pumping situations. These scenarios show that groundwater heads will continue to decrease with the present pumping discharge rates. To account for variations in the model results due to uncertainties in average recharge rates, randomly generated recharge realizations with different levels of uncertainty are simulated. Evaporation flow rates and groundwater flowing out of the modelled area seem unaffected by the recharge uncertainty, whereas the storage terms can vary considerably. For the most intensive pumping scenario under the generated random recharge rates, it is unlikely that the cumulative discharged volume from the aquifer, at the end of the simulation period, will be larger than 12% of the estimated groundwater reserve. Fluctuations in simulated groundwater heads due to uncertainties in the average recharge values are more noticeable in certain areas. These fluctuations could explain unusual behaviour in the observed groundwater heads in these areas.

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Resumen El Acuífero de la Pampa del Tamarugal (PTA) es una fuente importante de agua subterránea en el norte de Chile. En este estudio se desarrolla y calibra un modelo de flujo de agua subterránea para el periodo 1983–2004. El modelo reproduce razonablemente bien el campo de flujo observado y los componentes del balance hídrico. Se definen cinco escenarios para evaluar la respuesta a diferentes situaciones de bombeo. Estos escenarios muestran que con las tasas de descarga de bombeo actuales las presiones de agua subterránea continuarán en descenso. Para explicar las variaciones en los resultados del modelo debidas a incertidumbres en tasas de recarga promedio se han simulado realizaciones de recarga generadas aleatoriamente con diferentes niveles de incertidumbre. Las tasa de flujo por evaporación y el agua subterránea que fluye fuera del área modelizada parecen no haber sido afectadas por la incertidumbre en recarga mientras que los términos de almacenamiento pueden variar considerablemente. Para el escenario de bombeo más intenso, bajo las tasas de recarga generadas aleatoriamente, no es probable que el volumen descargado acumulado del acuífero al final del periodo de simulación sea mayor del 12% de la reserva de agua subterránea estimada. Las fluctuaciones en las presiones simuladas de agua subterránea debido a las incertidumbres en los valores de recarga promedio son más notorios en ciertas áreas. Las fluctuaciones podrían explicar el comportamiento inusual en las presiones de agua subterránea observadas en estas áreas.

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Résumé L’aquifère de la Pampa del Tamarugal (PTA) représente une importante source d’eau souterraine dans le Nord du Chili. Dans cette étude, un modèle d’écoulement souterrain de cet aquifère est réalisé et calibré pour la période 1983–2004. Celui-ci reproduit le champs d’écoulement observé et les composantes du bilan d’eau raisonnablement bien. Cinq scénarios sont définis pour évaluer la réponse du système à des conditions de pompage différentes. D’après ces scénarios, les niveaux piézomètriques vont continuer à baisser sous l’effet des taux de pompage actuels. Pour tenir compte de la variabilité des résultats du modèle due aux incertitudes sur les taux de recharge moyens, des épisodes de recharge, générés aléatoirement et présentant différents niveaux d’incertitude sont simulés. Les taux d’évaporation et l’eau souterraine s’écoulant hors de la zone modélisée semblent non affectés par l’incertitude sur la recharge, les termes d’emmagasinement en revanche peuvent varier considérablement. Dans le cas du scénario avec le pompage le plus important et des taux de recharge aléatoires, il est peu probable que le volume cumulé pompé hors de l’aquifère à la fin de la simulation atteigne une valeur supérieure à 12% de la réserve d’eau souterraine estimée. Les fluctuations des niveaux piézomètriques simulés liées aux incertitudes sur les recharges moyennes sont plus perceptibles dans certaines zones. Ces fluctuations pourraient expliquer un comportement inhabituel des niveaux piézomètriques observés dans ces zones.

     

Characterization of the shallow groundwater system in an alpine watershed: Handcart Gulch,Colorado, USA

Water-table elevation measurements and aquifer parameter estimates are rare in alpine settings because few wells exist in these environments. Alpine groundwater systems may be a primary source of recharge to regional groundwater flow systems. Handcart Gulch is an alpine watershed in Colorado, USA comprised of highly fractured Proterozoic metamorphic and igneous rocks with wells completed to various depths. Primary study objectives include determining hydrologic properties of shallow bedrock and surficial materials, developing a watershed water budget, and testing the consistency of measured hydrologic properties and water budget by constructing a simple model incorporating groundwater and surface water for water year 2005. Water enters the study area as precipitation and exits as discharge in the trunk stream or potential recharge for the deeper aquifer. Surficial infiltration rates ranged from 0.1–6.2×10^?5 m/s. Discharge was estimated at 1.28×10^?3 km³. Numerical modeling analysis of single-well aquifer tests predicted lower specific storage in crystalline bedrock than in ferricrete and colluvial material (6.7×10^?5–2.0×10^?3 l/m). Hydraulic conductivity in crystalline bedrock was significantly lower than in colluvial and alluvial material (4.3×10^?9–2.0×10^?4 m/s). Water budget results suggest that during normal precipitation and temperatures water is available to recharge the deeper groundwater flow system.     

Hydrogeology of a coal-seam gas exploration area, southeastern British Columbia, Canada: Part 1. Groundwater flow systems

Discovery of high contents of methane gas in coals of the Mist Mountain Formation in the Elk River valley, southeastern British Columbia, Canada, has led to increased exploration activity for coal-seam gas (CSG). CSG production requires groundwater abstraction to depressurize the coal beds and to facilitate methane flow to the production wells. Groundwater abstraction will have hydrodynamic effects on the flow system, and an understanding of the groundwater flow system is needed to evaluate these effects. The purpose of this paper is to describe the groundwater flow system in the area by means of a groundwater flow model and interpretation of hydrochemical and isotopic analyses of groundwater and surface water. Groundwater flow for the Weary Creek exploration area is modeled in two vertical sections. The model domains, based on classic upland–lowland conceptual flow models, are approximately 10,000 m long and 4,000 m deep. Each consists of a fixed water-table boundary and no-flow boundaries along the traces of major faults. Steady-state groundwater flow is calibrated to hydraulic-head, streamflow, and groundwater-recharge data. Simulated steady-state velocity fields define regional and local flow components consistent with the conceptual model. The results are consistent with regional trends in δ²H, δ¹⁸O, tritium, and TDS, which define two distinct groundwater groups (A and B) and a third of intermediate composition. An active, shallow, local flow component (group A) is recharged in beds cropping out along subdued ridges; this component discharges as seeps along lower and mid-slope positions in the southern part of the study area. The waters are tritiated, relatively enriched in δ²H and δ¹⁸O, and have low TDS. A deeper regional flow component (group B), which originates at a higher altitude and which discharges to the Elk River valley bottom, is characterized by non-tritiated groundwater with relatively depleted δ²H and δ¹⁸O, and higher TDS. Groundwater contributes less than 10% of the total direct flow to the Elk River, as indicated by flow measurements and by the absence of group A and group B characteristics in the river water. Thus it is hypothesized that groundwater extraction during CSG production will have little impact on the river. The groundwater flow model developed in this work is used in a companion paper to further test this hypothesis. Electronic Publication     

The effect of possible climate change on natural groundwater recharge based on a simple model: a study of four karstic aquifers in SE Spain

The study presented in this paper constitutes an initial approach to the problematic task of evaluating the effects of possible climate change on natural water recharge to aquifers. To estimate such effects, a purpose-designed mathematical model termed Estimation of Recharge in Over-exploited Aquifers (ERAS) has been used. It enables to simulate the monthly water recharge to an aquifer, provided that prior knowledge of the exploitation to which it is subjected and the variation caused by these two actions on the piezometric level of the aquifer is available. The basic data required for its application are: precipitation, temperature, groundwater extraction, stored groundwater surface and storage coefficient. The main advantage presented by this model is its independence of the mechanism by which water is displaced through the ground and within the unsaturated zone. The ERAS code was applied to four over-exploited karstic aquifers in Alto Vinalopó (Alicante, Spain) with the goal of generating a synthesized series of values for natural groundwater recharge in each of the aquifers for the 100 years of the twentieth century. Each series thus obtained after being grouped into decades was subjected to statistical processing, which revealed that in every case a logarithmically decreasing trend was present.     

Modeling stream-aquifer interactions in a shallow aquifer, Choele Choel Island, Patagonia, Argentina

A groundwater/surface-water interaction model was developed for the shallow alluvial aquifer of the Choele Choel Island in Patagonia, Argentina. In this semiarid climate, agriculture is sustained by an irrigation/drainage system. During the irrigation season, seepage losses through unlined distribution canals in irrigated fields contribute to elevated groundwater levels, jeopardizing fruit productivity in some areas. Moreover, high stream stages during the irrigation season interfere with groundwater drainage. The model utilized MODFLOW and its stream package, and was successfully calibrated for a historical irrigation season. Modeling results indicate that drainage through streams is significantly higher than drainage through artificial drains. The stream/aquifer relationship proved very responsive to water table rises caused by irrigation. This response manifested as changes in the gaining/losing character of stream reaches. A synthetic run aimed at isolating the effect of streamflow changes on groundwater levels showed that the effect of higher streamflows dissipates toward the interior of the island, disappearing completely at the island center. Even though some results were qualitative, the model helped to provide a better understanding of the coupled system to elucidate some of the causes of a rising water table on the island.

Improvement of groundwater resources potential by artificial recharge technique: A case study of Charf El Akab aquifer in the Tangier region,Morocco

In arid and semi-arid zones,water is the most vulnerable resource to climate change.In fact,various techniques such as artificial recharge are adopted to restore aquifers and to ensure aquifer sustainability in relation to the accelerated pace of exploitation.Morocco is a Mediterranean country highly vulnerable to climate change,many of its main aquifers are subjected to excessive drawdowns.This technique is practiced to increase potentiality of these aquifers.In the Northwestern area of Morocco,the significant development experienced by Tangier City in the industrial,tourism,and commercial sectors will lead to increased water requirements-up to 5 067 L/s(159.8 mm^3)by 2030.However,the Charf El Akab aquifer system,subject to artificial recharge,is the only groundwater resource of Tangier region;hence,a rational management context is needed to ensure aquifer sustainability,and optimized exploitation under the background of differing constraints,such as increased water requirements,and climate change impacts.This work aims to respond,for the first time,to the Charf El Akab aquifer overexploitation problem,and to evaluate the future scenarios of its exploitation in the event of failure of one of the superficial resources.This work also presents a synthesized hydrodynamic modeling based on the results of the numerical simulations carried out using Feflow software for 2004(date of cessation of injections)and 2011(date of resumption of these facilities),making it possible to evaluate the impact of the artificial recharge on the piezometric level of the aquifer on a spatiotemporal scale.Finally,the exploitation scenarios have shown that the aquifer of Charf El Akab will not adequatly provide for the region's water requirements on the future horizon,entailing an optimal management of water resources in the region and an intentionally increased recharge rate.     

A regional-scale groundwater flow model for the Leon-Chinandega aquifer,Nicaragua

Groundwater flow in the Leon-Chinandega aquifer was simulated using transient and steady-state numerical models. This unconfined aquifer is located in an agricultural plain in northwest Nicaragua. Previous studies were restricted to determining groundwater availability for irrigation, overlooking the impacts of groundwater development. A sub-basin was selected to study the groundwater flow system and the effects of groundwater development using a numerical groundwater flow model (Visual MODFLOW). Hydrological parameters obtained from pumping tests were related to each hydrostratigraphic unit to assign the distribution of parameter values within each model layer. River discharge measurements were crucial for constraining recharge estimates and reducing the non-uniqueness of the model calibration. Steady-state models have limited usefulness because of the major variation of recharge and agricultural pumping during the wet and dry seasons. Model results indicate that pumping induces a decrease in base flow, depleting river discharge. This becomes critical during dry periods, when irrigation is highest. Transient modeling indicates that the response time of the aquifer is about one hydrologic year, which allows the development of management strategies within short time horizons. Considering further development of irrigated agriculture in the area, the numerical model can be a powerful tool for water resources management.     

Improvement of groundwater resources potential by artificial recharge technique: A case study of Charf El Akab aquifer in the Tangier region,Morocco

In arid and semi-arid zones, water is the most vulnerable resource to climate change. In fact, various techniques such as artificial recharge are adopted to restore aquifers and to ensure aquifer sustainability in relation to the accelerated pace of exploitation. Morocco is a Mediterranean country highly vulnerable to climate change, many of its main aquifers are subjected to excessive drawdowns. This technique is practiced to increase potentiality of these aquifers. In the Northwestern area of Morocco, the significant development experienced by Tangier City in the industrial, tourism, and commercial sectors will lead to increased water requirements-up to 5 067 L/s (159.8 mm3) by 2030. However, the Charf El Akab aquifer system, subject to artificial recharge, is the only groundwater resource of Tangier region; hence, a rational management context is needed to ensure aquifer sustainability, and optimized exploitation under the background of differing constraints, such as increased water requirements, and climate change impacts. This work aims to respond, for the first time, to the Charf El Akab aquifer overexploitation problem, and to evaluate the future scenarios of its exploitation in the event of failure of one of the superficial resources. This work also presents a synthesized hydrodynamic modeling based on the results of the numerical simulations carried out using Feflow software for 2004 (date of cessation of injections) and 2011 (date of resumption of these facilities), making it possible to evaluate the impact of the artificial recharge on the piezometric level of the aquifer on a spatiotemporal scale. Finally, the exploitation scenarios have shown that the aquifer of Charf El Akab will not adequatly provide for the region's water requirements on the future horizon, entailing an optimal management of water resources in the region and an intentionally increased recharge rate.     

Evaluation of distributed recharge in an upland semi-arid karst system: the West Bank Mountain Aquifer,Middle East

Assessment of recharge in a structurally complex upland karst limestone aquifer situated in a semi-arid environment is difficult. Resort to surrogate indicators such as measurement of spring outflow and borehole discharge, is a common alternative, and attempts to apply conventional soil moisture deficit analysis may not adequately account for the intermittent spate conditions that arise in such environments. A modelling approach has been made using the West Bank Mountain Aquifer system in the Middle East as a trial. The model uses object oriented software which allows various objects to be switched on and off. Each of the main recharge processes identified in the West Bank is incorporated. The model allows either conventional soil moisture deficit analysis calculations or wetting threshold calculations to be made as appropriate, and accommodates both direct recharge and secondary recharge. Daily time steps enable recharge and runoff routing to be calculated for each node. Model runs have enabled a series of simulations for each of the three aquifer basins in the West Bank and for the whole of the West Bank. These provide recharge estimates comparable to those prepared by earlier workers by conventional means. The model is adaptable and has been successfully used in other environments.     

Groundwater recharge and discharge processes in the Jakarta groundwater basin, Indonesia

Proper management of groundwater resources requires knowledge of the processes of recharge and discharge associated with a groundwater basin. Such processes have been identified in the Jakarta groundwater basin, Indonesia using a theory that describes the simultaneous transfer of heat and fluid in a porous medium. Temperature-depth profiles in monitoring wells are used to determine the geothermal gradient. To examine the rules of groundwater flow in the distortion of the isotherms in this area, several methods are compared. Subsurface temperature distribution is strongly affected by heat advection due to groundwater flow. Under natural flow conditions, the recharge area is assumed to occur in the hills and uplands, which are located on the periphery of the Jakarta basin, and the discharge area is located in the central and northern part of the Jakarta groundwater basin. A transition area, which could act as local recharge and discharge areas, occupies the middle of the lowland. Subsurface temperatures show good correlation with the groundwater flow conditions, and the data yield important information on the location of recharge and discharge areas.     

Groundwater resources in the Jabal Al Hass region,northwest Syria: an assessment of past use and future potential

In many cases, the development of groundwater resources to boost agricultural production in dry areas has led to a continuous decline in groundwater levels; this has called into question the sustainability of such exploitation. In developing countries, limited budgets and scarce hydrological data often do not allow groundwater resources to be assessed through groundwater modeling. A case study is presented of a low-cost water-balance approach to groundwater resource assessments in a 1,550 km² semi-arid region in northwestern Syria. The past development of irrigated agriculture and its effect on the groundwater system were studied by analysis of Landsat images and long-term groundwater level changes, respectively. All components of the groundwater balance were determined. Groundwater recharge was estimated using the chloride mass balance method. Over the past three decades, groundwater levels have declined, on average, 23 m, coinciding with a two-fold increase in the groundwater-irrigated area. Groundwater resources are currently depleted by a value that lies between 9.5×10⁶ and 118×10⁶ m³ year^?1, which is larger than can be compensated for by a future decrease in natural discharge or changes in boundary conditions. However, groundwater resources are likely to be sufficient to supply domestic and livestock needs in the area.     

Climate-induced hydrological impacts on the groundwater system of the Pingtung Plain,Taiwan

The Pingtung Plain is one of the most important groundwater-resource areas in southwestern Taiwan. The overexploitation of groundwater in the last two decades has led to serious deterioration in the quantity and quality of groundwater resources in this area. Furthermore, the manifestation of climate change tends to induce the instability of surface-water resources and strengthen the importance of the groundwater resources. Southwestern Taiwan in particular shows decreasing tendencies in both the annual amount of precipitation and annual precipitation days. To effectively manage the groundwater resources of the Pingtung Plain, a numerical modeling approach is adopted to investigate the response of the groundwater system to climate variability. A hydrogeological model is constructed based on the information from geology, hydrogeology, and geochemistry. Applying the linear regression model of precipitation to the next two decades, the modeling result shows that the lowering water level in the proximal fan raises an alarm regarding the decrease of available groundwater in the stress of climate change, and the enlargement of the low-groundwater-level area on the coast signals the deterioration of water quantity and quality in the future. Suitable strategies for water-resource management in response to hydrological impacts of future climatic change are imperative.

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Resumen La llanura Pingtung constituye uno de los recursos de aguas subterráneas más importantes en el Suroeste de Taiwan. La sobreexplotación de las aguas subterráneas en las dos últimas décadas ha dado lugar a un serio deterioro de la calidad y la cantidad de los recursos subterráneos en esta área. En particular el Suroeste de Taiwan muestra una tendencia decreciente en las cantidades de precipitación y en los días anuales de lluvia. Para gestionar de forma efectiva los recursos subterráneos en la Llanura Pingtung, se ha utilizado un modelo numérico aproximado para investigar la respuesta de las aguas subterráneas a la variabilidad climática. Un modelo hidrogeológico se construye a partir de la información geológica, hidrogeológica y geoquímica. Aplicando el modelo de regresión linear de la precipitación para las próximas dos décadas, el modelo resultante muestra que el descenso de los niveles de agua en el abanico proximal es alarmante, observándose el descenso del agua subterránea disponible en la presión del cambio climático, y el crecimiento del área de descensos de niveles de agua subterránea en la costa apunta a un deterioro de la cantidad y calidad del agua subterránea en el futuro. Se imponen pues, estrategias apropiadas para la gestión de los recursos hídricos en respuesta a los impactos hidrológicos del futuro cambio climático.

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Résumé La plaine de Pingtung est l’une des plus importantes zones de ressource en eau souterraine du Sud-Ouest de Taiwan. La surexploitation de l’eau souterraine durant les deux dernières décennies a conduit à une sérieuse détérioration de la quantité et de la qualité des ressources en eau souterraine dans cette zone. De plus, la manifestation des changements climatiques tend à induire une instabilité des ressources en eau souterraine et renforce l’importance des ressources en eau souterraine. Le Sud-Ouest de Taiwan montre, en particulier, des précipitations annuelles et des nombres annuels de jour de pluie à la baisse. Pour gérer efficacement les ressources en eau souterraine de la Plaine de Pingtung, une approche par modélisation numérique est adoptée pour étudier la réponse du système hydrogéologique aux variabilités climatiques. La construction du modèle hydrogéologique est basée sur les informations géologiques, hydrogéologiques et géochimiques. En appliquant le modèle de régression linéaire aux précipitations pour les deux prochaines décades, le résultat de la modélisation montre que la baisse du niveau d’eau atteint un état alarmant au regard de la décroissance des eaux souterraines disponibles et la contrainte du changement climatique, tandis que l’extension de la zone de niveau bas des eaux souterraines à la cote indique une détérioration de la quantité et de la qualité de l’eau dans le futur. Des stratégies convenables pour la gestion des ressources en eau souterraine en réponse aux impacts hydrologiques de futurs changements climatiques sont impératifs.

     

The sedimentary coastal basin of Togo: example of a multilayered aquifer still influenced by a palaeo-seawater intrusion

In Togo, the hydrogeology of the sedimentary coastal aquifers along the Gulf of Guinea has been studied for the last three decades to define the recharge processes and the origin and evolution of the salinity. Isotope hydrology and fluid geochemistry suggest that the current recharge of all aquifers, both confined and unconfined, occurs through the crystalline basement and the Plio-Quaternary deposits. Two main groundwater mineralization processes are observed: the first one, in recharge areas, is due to farming, village and city life and concerns unconfined aquifers (crystalline basement, Continental Terminal and Quaternary sediments); the second one is a mixing process between recent freshwater and fossil saline water still present in the deep confined aquifers inland, several kilometers away from the coast. Brackish water was trapped in low-permeability lenses of confined aquifers (Eo-Palaeocene and Maastrichtian) during the Quaternary, in periods of low recharge, notably during the last glacial maximum (LGM), and has not yet been flushed out. Hydrodynamic simulations indicate that, at that time, the aquifers experienced a maximum seawater intrusion as far as 20–22 km inland, depending on the palaeo-recharge value at the outcrops.     

Groundwater recharge,flow and hydrogeochemical evolution in a complex volcanic aquifer system,central Ethiopia

Hydrochemical, multivariate statistical and inverse hydrogeochemical modeling techniques were used to investigate groundwater recharge, flow and the hydrochemical evolution within the Akaki volcanic aquifer system, central Ethiopia. The hydrochemical and multivariate statistical techniques are mutually supportive and the extracted information was analyzed together with environmental isotope data. Results reveal five spatial groundwater zones with defined hydrochemical facies, residence times, stable isotopic signals and hydrochemical evolution. These zones are designated as the (1) Intoto, (2) central, (3) Filwuha fault, (4) south zones and (5) a highly polluted sub-sector identified within the central zone. Both the hydrochemical and multivariate statistical analyses have shown the central sub-sector as being spite of differentially polluted by , Cl⁻ and and its tritium content shows recent recharge. Due to the fact that the main recharge source is precipitation, the hydrochemical and environmental isotope data clearly indicated that the central and southern sectors are also recharged from domestic waste water and leakage from water mains and reservoirs. Inverse hydrogeochemical modeling demonstrated reactions of silicate minerals in a CO₂ open system and precipitation of kaolinite, chalcedony, and rare calcite satisfy the observed change in water chemistry from north to south following the regional flow direction.

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Electronic supplementary material The online version of this article (doi:) contains supplementary material, which is available to authorized users.

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Résumé Des techniques relevant de l’hydrochimie, des statistiques multivariées et de la modélisation inverse hydrogéochimique, ont été utilisées dans le cadre de l’étude de la recharge des eaux souterraines, de l’écoulement et de l’évolution hydrochimique dans le système volcanique aquifère d’Akaki au centre de l’Ethiopie. Les techniques hydrochimiques et multivariées se supportent mutuellement et l’information extraite a été analysée avec les données isotopiques environnementales, des temps de résidence, des signaux isotopiques stables et une évolution hydrochimique. Ces zones ont été désignées comme le (1) Intoto, (2) le centre, (3) la faille de Filwuha, (4) les zones sud et (5) un sous-secteur fortement pollué identifié dans la zone centrale. Les analyses statistiques hydrochimiques et multivariées ont montré que le sous-secteur central a été différemment pollué par , Cl⁻ et , tandis que la teneur en tritium montre une recharge récente. Malgré le fait que la principale source de recharge soit les précipitations, les données hydrochimiques et isotopiques indiquent clairement que les secteurs centres et sud sont également rechargés par les eaux usées domestiques et les fuites de réservoirs et canalisations d’eau. La modélisation hydrogéochimique inverse a démontré les réactions des minéraux silicatés dans un système ouvert au CO₂, et la précipitation de kaolinite, de calcédoine, et la rareté de la calcite satisfont les changements observés dans la chimie de l’eau du nord vers le sud en suivant la direction régionale de l’écoulement.

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Resumen Se utilizaron la hidroquímica y técnicas de modelación hidrogeoquímica inversa y estadística multivariada, para investigar la recarga del agua subterránea, el flujo y la evolución hidroquímica, dentro del sistema acuífero volcánico Akaki, Etiopía Central. La hidroquímica y las técnicas estadísticas multivariadas se complementan entre si y la información así extraída se analizó junto con los datos de isótopos ambientales. Los resultados revelan cinco zonas diferentes de agua subterránea, con facies hidroquímicas, tiempos de residencia, improntas isotópicas estables y una evolución hidroquímica definidas. Estas zonas se designan como (1) Intoto, (2) Central, (3) Falla de Filwuha, (4) las Zonas del sur y (5) un sub-sector altamente contaminado identificado dentro de la zona central. Tanto los análisis estadísticos multivariados como la hidroquímica, han mostrado al sub-sector central como contaminado diferencialmente por , Cl⁻ y y su contenido de tritio muestra una recarga reciente. A pesar del hecho que la fuente principal de recarga es la precipitación, los datos de hidroquímica y de isótopos ambientales indican que los sectores central y del sur, también se recargan a partir de agua doméstica usada y del goteo de las conducciones del acueducto y de sus reservorios. El modelamiento hidrogeoquímico inverso demostró reacciones de minerales silicatados en un sistema de CO₂ abierto, y la precipitación de caolinita, calcedonia, y rara vez de calcita, satisfacen el cambio observado en la química de agua del norte a sur, siguiendo la dirección del flujo regional.