Este trabalho buscou avaliar a qualidade da água subterrânea de poços ponteira, que captam água do Sistema Aquífero Quaternário Costeiro (SAQC) na região de Osório (RS), através da aplicação de diferentes métodos. Para a realização do estudo foi feito um inventário e cadastramento de poços, o levantamento e interpretação de dados geológicos e hidrogeológicos, além da coleta e análise de amostras de água. Para este trabalho foram utilizados dados físico-químicos e bacteriológicos, obtidos através das análises de água (campo e laboratório), que foram coletadas em 26 poços. A avaliação dos resultados foi realizada através dos diagramas de Piper e Stiff, da comparação com os Valores Máximos Permitidos (VMP) em portarias de potabilidade e da aplicação de métodos de avaliação da qualidade da água e risco a saúde. Os resultados obtidos permitiram evidenciar que no município, a principal forma de captação da água subterrânea, ocorre por meio de poços ponteira que possuem profundidades na sua maioria, inferiores a 20 metros e que captam água de aquíferos granulares livres associados a camadas de sedimentos arenosos. Além disso, a maior parte das águas subterrâneas apresentaram valores de pH entre 5,6 e 6,5 e valores de condutividade elétrica (CE) entre 0 a 200 uS/cm. As concentrações de nitrato variaram entre 0 e 2 mg/L N-NO3, de cloretos e sódio não ultrapassam 30 mg/L, os sólidos totais dissolvidos entre 0 e 200 mg/L, indicando a ocorrência de águas doces com baixa mineralização. Os resultados das análises bacteriológicas indicaram a presença de Escherichia coli e coliformes totais. A comparação dos resultados das análises com os VMP da portaria do Ministério da Saúde Nº 2914/11 (Brasil, 2011), indicaram a ocorrência de poços que apresentam alterações nos parâmetros pH, amônia, ferro, cor, manganês, turbidez, bem como presença de Coliformes Totais e E.coli. Com o uso do Índice de Qualidade da Água Subterrânea (IQUAS), foram classificadas amostras de água como ótimas, boas e péssimas. Já o cálculo do Índice Relativo de Risco (IRR) evidenciou a ocorrência de amostras que apresentaram valores altos, a Avaliação de Risco à Saúde, indicou a ocorrência de amostras que apresentaram Risco não Carcinogênico. Por fim a partir deste estudo pode-se verificar que o uso de diferentes métodos para avaliação da qualidade da água, tem grande importância, pois torna mais consistente essa avaliação, já que cada método envolve a análise de diferentes parâmetros. / The aim objective of this work was to evaluate the groundwater quality of wells, which capture water from the Coastal Quaternary Aquifer System (SAQC) in the region of Osorio (RS), by applying different methods. In order to carry out the study, an inventory and registration of wells, the survey and interpretation of geological and hydrogeological data, as well as the collection and analysis of water samples. For this work, physicochemical and bacteriological data were obtained through water analysis (field and laboratory), which were collected in 26 wells. The evaluation of the results was carried out through the Piper and Stiff diagrams, the comparison with the Maximum Permitted Values (VMP) in potable water consumption and the application of water quality and health risk assessment methods. The results obtained showed that in the municipality, the main way of captation of groundwater occurs through pointer wells that have a depth of less than 20 meters and capture water from unconfined granular aquifers associated with layers of sandy sediments. In addition, most groundwater had pH values between 5.6 and 6.5 and values of electrical conductivity (EC) between 0 and 200 uS/cm. Nitrate concentrations ranged from 0 to 2 mg / L NNO3, with sodium chloride not exceeding 30 mg/L, total solids dissolved between 0 and 200 mg/L, indicating the occurrence of fresh water with low mineralization. The results of the bacteriological analyzes indicated the presence of Escherichia coli and total coliforms in 4 wells. The comparison of the results of the analyzes with the MPV of Ministry of Health No. 2914/11 (Brazil, 2011) indicated the occurrence of wells that present alterations in pH, ammonia, iron, color, manganese, turbidity and presence of Total Coliforms and E. coli. With the use of the Underwater Water Quality Index (IQUAS), 9 water samples were classified as optimal, 2 as good and 4 bad. The calculation of the Risk Index (IRR) evidenced the occurrence of 7 samples that presented high values, the Health Risk Assessment, indicating the occurrence of 2 samples that presented non-Carcinogenic Risk. Finally, from this study we can verify that the use of different methods to evaluate water quality, is of great importance, since it makes this evaluation more consistent, since each method involves the analysis of different parameters.

Este trabalho buscou avaliar a qualidade da água subterrânea de poços ponteira, que captam água do Sistema Aquífero Quaternário Costeiro (SAQC) na região de Osório (RS), através da aplicação de diferentes métodos. Para a realização do estudo foi feito um inventário e cadastramento de poços, o levantamento e interpretação de dados geológicos e hidrogeológicos, além da coleta e análise de amostras de água. Para este trabalho foram utilizados dados físico-químicos e bacteriológicos, obtidos através das análises de água (campo e laboratório), que foram coletadas em 26 poços. A avaliação dos resultados foi realizada através dos diagramas de Piper e Stiff, da comparação com os Valores Máximos Permitidos (VMP) em portarias de potabilidade e da aplicação de métodos de avaliação da qualidade da água e risco a saúde. Os resultados obtidos permitiram evidenciar que no município, a principal forma de captação da água subterrânea, ocorre por meio de poços ponteira que possuem profundidades na sua maioria, inferiores a 20 metros e que captam água de aquíferos granulares livres associados a camadas de sedimentos arenosos. Além disso, a maior parte das águas subterrâneas apresentaram valores de pH entre 5,6 e 6,5 e valores de condutividade elétrica (CE) entre 0 a 200 uS/cm. As concentrações de nitrato variaram entre 0 e 2 mg/L N-NO3, de cloretos e sódio não ultrapassam 30 mg/L, os sólidos totais dissolvidos entre 0 e 200 mg/L, indicando a ocorrência de águas doces com baixa mineralização. Os resultados das análises bacteriológicas indicaram a presença de Escherichia coli e coliformes totais. A comparação dos resultados das análises com os VMP da portaria do Ministério da Saúde Nº 2914/11 (Brasil, 2011), indicaram a ocorrência de poços que apresentam alterações nos parâmetros pH, amônia, ferro, cor, manganês, turbidez, bem como presença de Coliformes Totais e E.coli. Com o uso do Índice de Qualidade da Água Subterrânea (IQUAS), foram classificadas amostras de água como ótimas, boas e péssimas. Já o cálculo do Índice Relativo de Risco (IRR) evidenciou a ocorrência de amostras que apresentaram valores altos, a Avaliação de Risco à Saúde, indicou a ocorrência de amostras que apresentaram Risco não Carcinogênico. Por fim a partir deste estudo pode-se verificar que o uso de diferentes métodos para avaliação da qualidade da água, tem grande importância, pois torna mais consistente essa avaliação, já que cada método envolve a análise de diferentes parâmetros. / The aim objective of this work was to evaluate the groundwater quality of wells, which capture water from the Coastal Quaternary Aquifer System (SAQC) in the region of Osorio (RS), by applying different methods. In order to carry out the study, an inventory and registration of wells, the survey and interpretation of geological and hydrogeological data, as well as the collection and analysis of water samples. For this work, physicochemical and bacteriological data were obtained through water analysis (field and laboratory), which were collected in 26 wells. The evaluation of the results was carried out through the Piper and Stiff diagrams, the comparison with the Maximum Permitted Values (VMP) in potable water consumption and the application of water quality and health risk assessment methods. The results obtained showed that in the municipality, the main way of captation of groundwater occurs through pointer wells that have a depth of less than 20 meters and capture water from unconfined granular aquifers associated with layers of sandy sediments. In addition, most groundwater had pH values between 5.6 and 6.5 and values of electrical conductivity (EC) between 0 and 200 uS/cm. Nitrate concentrations ranged from 0 to 2 mg / L NNO3, with sodium chloride not exceeding 30 mg/L, total solids dissolved between 0 and 200 mg/L, indicating the occurrence of fresh water with low mineralization. The results of the bacteriological analyzes indicated the presence of Escherichia coli and total coliforms in 4 wells. The comparison of the results of the analyzes with the MPV of Ministry of Health No. 2914/11 (Brazil, 2011) indicated the occurrence of wells that present alterations in pH, ammonia, iron, color, manganese, turbidity and presence of Total Coliforms and E. coli. With the use of the Underwater Water Quality Index (IQUAS), 9 water samples were classified as optimal, 2 as good and 4 bad. The calculation of the Risk Index (IRR) evidenced the occurrence of 7 samples that presented high values, the Health Risk Assessment, indicating the occurrence of 2 samples that presented non-Carcinogenic Risk. Finally, from this study we can verify that the use of different methods to evaluate water quality, is of great importance, since it makes this evaluation more consistent, since each method involves the analysis of different parameters.

En se basant sur un niveau océanique constant, les études des nappes côtières ne considèrent généralement pas l'impact des forçages océaniques. Notre approche combine le suivi à long terme de la « Nappe des Sables » de l'Ermitage (en arrière d'un récif frangeant, La Réunion) avec la réalisation de modèles numériques dans le but de tester l'influence des de ces forçages sur l'évolution de la piézométrie, du front dispersif et des flux transitant le long de la limite océanique. En mettant en parallèle le comportement de la nappe et du domaine océanique (récif), ces travaux présentent l'étude comparative la plus complète d'un système côtier, basée sur un enregistrement en continu d'environ 600 jours. Il apparaît que la géométrie du modèle et les paramètres hydrodynamiques choisis, associés à différents types de forçages océaniques, ont des conséquences variables sur la piézométrie, le front dispersif et les flux. Ainsi, les différentes définitions de limite océanique testées sur des simulations reproduisant la période de suivi montrent que la prise en compte d'une limite océanique complexe en régime transitoire sur cette période génère une meilleure reproductibilité des signaux enregistrés (piézométriques et salinité) que lorsque l'on utilise un niveau océanique moyen constant dans les modèles. Ces résultats mettent en évidence qu'une bonne compréhension des mécanismes hydrodynamiques au sein des nappes côtières implique la mise en place d'un suivi à long terme des phénomènes de forçage océanique qui agissent directement sur la nappe. La caractérisation des différents forçages océaniques nécessite de décomposer le signal global, dont l'analyse en harmonique permet d'identifier les contributions respectives des oscillations périodiques et homogènes de marée et des oscillations brusques et ponctuelles liées à la houle. La modélisation met ici en évidence qu'il est indispensable que la complexité du système naturel soit reproduite de manière réaliste dans les futures études des nappes côtières. Dans cette optique, la combinaison des données hydrogéologiques et océanographiques dans des environnements côtiers où ces approches n'ont, jusqu'à présent, jamais été couplées, permettra de quantifier l'impact des forçages océaniques sur ces milieux. / Studies of coastal aquifers based on a constant mean sea level generally not consider the impact of oceanic oscillations. Our approach combines a long-term recording of “La Nappe des Sables” (adjacent to the fringing reef system of l'Ermitage, La Reunion) with numerical models in order to investigate the influence of these oceanic seasonal oscillations on groundwater hydrodynamics, seawater intrusions and submarine groundwater discharges. Analyzing both the behavior of the aquifer and the oceanic domain (reef), this study integrates a continuous recording of 600 days. It shows that the geometry and the hydrodynamic parameters chosen in the model, correlated to three types of oceanic oscillations, have variable consequences on the hydraulic head, the dispersive front and submarine groundwater discharges. Moreover, taking into account different complex oceanic boundaries in transient simulations over this 600 days period generates a better reproducibility of recorded signals (hydraulic head and salinity). These results underline that a long-term recording of oceanic oscillations is necessary for a good understanding of hydrodynamic mechanisms within coastal aquifers. The global signal must be decomposed with a harmonic analysis in order to identify the respective contributions of wave set up and tidal pumping to this signal. Our models reveal that the complexity of the natural system must be accounted for realistically in future numerical studies. The combination of hydrogeological and oceanographical data will allow the quantification of the impact of oceanic seasonal oscillations on such environments.

Este trabalho buscou avaliar a qualidade da água subterrânea de poços ponteira, que captam água do Sistema Aquífero Quaternário Costeiro (SAQC) na região de Osório (RS), através da aplicação de diferentes métodos. Para a realização do estudo foi feito um inventário e cadastramento de poços, o levantamento e interpretação de dados geológicos e hidrogeológicos, além da coleta e análise de amostras de água. Para este trabalho foram utilizados dados físico-químicos e bacteriológicos, obtidos através das análises de água (campo e laboratório), que foram coletadas em 26 poços. A avaliação dos resultados foi realizada através dos diagramas de Piper e Stiff, da comparação com os Valores Máximos Permitidos (VMP) em portarias de potabilidade e da aplicação de métodos de avaliação da qualidade da água e risco a saúde. Os resultados obtidos permitiram evidenciar que no município, a principal forma de captação da água subterrânea, ocorre por meio de poços ponteira que possuem profundidades na sua maioria, inferiores a 20 metros e que captam água de aquíferos granulares livres associados a camadas de sedimentos arenosos. Além disso, a maior parte das águas subterrâneas apresentaram valores de pH entre 5,6 e 6,5 e valores de condutividade elétrica (CE) entre 0 a 200 uS/cm. As concentrações de nitrato variaram entre 0 e 2 mg/L N-NO3, de cloretos e sódio não ultrapassam 30 mg/L, os sólidos totais dissolvidos entre 0 e 200 mg/L, indicando a ocorrência de águas doces com baixa mineralização. Os resultados das análises bacteriológicas indicaram a presença de Escherichia coli e coliformes totais. A comparação dos resultados das análises com os VMP da portaria do Ministério da Saúde Nº 2914/11 (Brasil, 2011), indicaram a ocorrência de poços que apresentam alterações nos parâmetros pH, amônia, ferro, cor, manganês, turbidez, bem como presença de Coliformes Totais e E.coli. Com o uso do Índice de Qualidade da Água Subterrânea (IQUAS), foram classificadas amostras de água como ótimas, boas e péssimas. Já o cálculo do Índice Relativo de Risco (IRR) evidenciou a ocorrência de amostras que apresentaram valores altos, a Avaliação de Risco à Saúde, indicou a ocorrência de amostras que apresentaram Risco não Carcinogênico. Por fim a partir deste estudo pode-se verificar que o uso de diferentes métodos para avaliação da qualidade da água, tem grande importância, pois torna mais consistente essa avaliação, já que cada método envolve a análise de diferentes parâmetros. / The aim objective of this work was to evaluate the groundwater quality of wells, which capture water from the Coastal Quaternary Aquifer System (SAQC) in the region of Osorio (RS), by applying different methods. In order to carry out the study, an inventory and registration of wells, the survey and interpretation of geological and hydrogeological data, as well as the collection and analysis of water samples. For this work, physicochemical and bacteriological data were obtained through water analysis (field and laboratory), which were collected in 26 wells. The evaluation of the results was carried out through the Piper and Stiff diagrams, the comparison with the Maximum Permitted Values (VMP) in potable water consumption and the application of water quality and health risk assessment methods. The results obtained showed that in the municipality, the main way of captation of groundwater occurs through pointer wells that have a depth of less than 20 meters and capture water from unconfined granular aquifers associated with layers of sandy sediments. In addition, most groundwater had pH values between 5.6 and 6.5 and values of electrical conductivity (EC) between 0 and 200 uS/cm. Nitrate concentrations ranged from 0 to 2 mg / L NNO3, with sodium chloride not exceeding 30 mg/L, total solids dissolved between 0 and 200 mg/L, indicating the occurrence of fresh water with low mineralization. The results of the bacteriological analyzes indicated the presence of Escherichia coli and total coliforms in 4 wells. The comparison of the results of the analyzes with the MPV of Ministry of Health No. 2914/11 (Brazil, 2011) indicated the occurrence of wells that present alterations in pH, ammonia, iron, color, manganese, turbidity and presence of Total Coliforms and E. coli. With the use of the Underwater Water Quality Index (IQUAS), 9 water samples were classified as optimal, 2 as good and 4 bad. The calculation of the Risk Index (IRR) evidenced the occurrence of 7 samples that presented high values, the Health Risk Assessment, indicating the occurrence of 2 samples that presented non-Carcinogenic Risk. Finally, from this study we can verify that the use of different methods to evaluate water quality, is of great importance, since it makes this evaluation more consistent, since each method involves the analysis of different parameters.

The Maputaland Coastal Plain in Kwa Zulu-Natal is covered by aeolian sands . According to the national wetland delineation manual delineating wetlands in this area is complex due to problematic wetland soils. The aim of this study was to classify and describe the vegetation of the different zones of the wetland systems to determine the main drivers of the plant communities. The understanding of these complex ecosystems could assist in wetland delineation. Twenty wetlands from five wetland systems were surveyed. The vegetation zones of each wetland were sampled and basic environmental data were collected. The results from this study indicate that different plant species assemblages are characteristic for the wetland zones. However, zone delineation using vegetation composition varies between the different wetland systems, and should be evaluated according to the system in question. The major determinants of the vegetation communities in wetlands on the MCP are the substrate type and hydrological regime / Environmental Sciences / M.Sc. (Environmental Management)

Η περιοχή μελέτης εκτείνεται στο βόρειο και παραλιακό τμήμα του νομού Κορινθίας μεταξύ των πόλεων Κιάτου και Κορίνθου και καταλαμβάνει έκταση 65km2. Η νέα εθνική οδός Κορίνθου – Πατρών αποτελεί το νότιο όριο της περιοχής ενώ προς βορρά περιορίζεται από τον Κορινθιακό κόλπο. Το τοπογραφικό ανάγλυφο είναι ήπιο με το υψόμετρο να κυμαίνεται από 0 – 50 μέτρα. Ο ποταμός Ασσωπός και οι χείμαρροι Ραχιάνης και Ζαπάντης δομούν το υδρογραφικό δίκτυο της περιοχής. Το γεωλογικό υπόβαθρο της περιοχής αποτελείται από ανθρακικά ιζήματα των ζωνών Τρίπολης και Πίνδου, των οποίων υπέρκεινται μετα-ορογεντικά ιζήματα Πλειο-πλειστοκαινικής ηλικίας. Ο υδροφόρος ορίζοντας που μελετήθηκε αναπτύσσεται σε αλλουβιακά ιζήματα, κυρίως άμμους, κροκάλες, λατύπες, και λεπτομερή αργιλοαμμώδη και πηλοαμμώδη ιζήματα που εμφανίζουν υψηλό βαθμό ετερογένειας. Το πάχος του υδροφόρου κυμαίνεται από λίγα μέτρα έως 60 m και χαρακτηρίζεται ως ελεύθερος. Η ρηξιγενής ζώνη που εμφανίζεται κατά μήκος της Ν.Ε.Ο. Κορίνθου – Πατρών αποτελεί υδρογεωλογικό όριο προς νότο για τον υπό μελέτη υδροφόρο. Η εμφάνιση μαργών στην περιοχή του Κιάτου είναι το δυτικό υδρογεωλογικό όριο, ενώ ανατολικά περιορίζεται από την επέκταση των Τυρρήνιων αναβαθμίδων στη θάλασσα. Η κύρια τροφοδοσία του υδροφόρου προέρχεται από τη διήθηση των επιφανειακών υδάτων του ποταμού Ασωπού και των παρακείμενων χειμάρρων, ενώ κατά δεύτερο λόγω από την απευθείας κατείσδυση των ατμοσφαιρικών κατακρημνισμάτων. Για την προσομοίωση της υπόγειας ροής του αλλουβιακού υδροφόρου έγινε χρήση του κώδικα MODFLOW της USGS. Από την εφαρμογή του μοντέλου εξήχθησαν ικανοποιητικά αποτελέσματα που έδωσαν τη δυνατότητα υπολογισμού ενός αξιόπιστου ισοζυγίου, το οποίο μπορεί να αποτελέσει ένα εργαλείο στην εφαρμογή ενός σχεδίου ορθολογικής διαχείρισης των υδατικών πόρων της Κορινθίας. Για την υδροχημική έρευνα χρησιμοποιήθηκε πυκνό δίκτυο δειγματοληψίας νερού σε 35 υδροσημεία της περιοχής μελέτης. Ο υδροφόρος έχει επηρεαστεί από φαινόμενα υφαλμύρινσης και ανταλλαγής ιόντων κυρίως στις βόρειες παράκτιες ζώνες. Οι συγκεντρώσεις των NO3-, NH4+ και των SO4-2 ιόντων παρουσιάζονται υψηλότερες από τα ανώτατα επιτρεπόμενα όρια ποσιμότητας. Η εφαρμογή της παραγοντικής ανάλυσης ανέδειξε τις παραπάνω υδροχημικές διεργασίες. / The study area forms the northern coastal part of Corinth’s prefecture, between the towns of Kiato and Corinth and has an area extend of 65 km2. To the south it is bounded by Athens - Patras National road, whilst to the north it is bounded by Corinthian Gulf. The topographic relief is quite gentle and varies from 0 to 50 m. A considerable hydrographic network develops across the studied region and is represented mainly by the river Asopos and the less important torrents Rachianis and Zapantis. The region can be characterized as an agro tourism center. The land is used mainly for the cultivation and of citrus fruits, olives, apricots and vineyards. Regional environment is subject to numerous pressures most important of which are intensified uses of land and water resources. Water demands have considerably increased over the last 15 years and mainly are covered by groundwater abstract from the alluvial aquifer system. The geological bedrock of the study area consists of the carbonate sediments of Tripolis and Pindos isopics zones and a transitional zone between Pindos and Pelagonial Zone. The plain north of the national zone is covered by post orogenetic sediments of Pliocene to Holocene age which unconformably overlay the bedrock formations. The studied aquifer is formed of recent unconsolidated material consisting of sands, pebbles, breccias and fine clay to silty sand deposits, characterized by high degree of heterogeneity and anisotropy. The thickness of the aquifer varies from a few meters to 40 m. From a hydrogeological point of view the system consists of an unconfined phreatic aquifer. A fault zone along the national highway delineates the southern edge of aquifer system, which is bounded by the Gulf of Corinth to the north. To the east, the system is bounded by the Tyrrhenian deposits extended to the sea. The marl series which, as an entity, is considered an aquitard, slopes to the north and forms the bedrock of the studied coastal alluvial aquifer system. The basic recharge of the phreatic aquifer is from the fluviotorrential deposits, especially those of the Asopos River and also from the Tyrrhenian deposits across the southern edge of the basin. In addition to that the aquifer recharged from direct infiltration of precipitation and river bed indirect infiltration. The simulation of ground water flow of the alluvial aquifer is based on the MODFLOW model of the USGS. The application of the mathematical model had very satisfactory results which is a reliable hydrogeological balance. Estimation of hydraulic conductivity distribution was optimized by using trial and error inverse method. The ground water hydrochemical study was carried out, by an extensive network of 35 samples. The use of inorganic fertilizers in cultivations has a great pollution effect in ground water. The coastal aquifer has been affected, by sea water intrusion and as a result catio-exchange phenomena took plase along the coastline mainly at Lechaio area. The concentration of NO3- , NH4+, and SO4- ions are higher than the maximum allowed drinking limits. The application of R-mode factor analysis helped to delineate the major hydrochemical process of the area.

The Maputaland Coastal Plain in Kwa Zulu-Natal is covered by aeolian sands . According to the national wetland delineation manual delineating wetlands in this area is complex due to problematic wetland soils. The aim of this study was to classify and describe the vegetation of the different zones of the wetland systems to determine the main drivers of the plant communities. The understanding of these complex ecosystems could assist in wetland delineation. Twenty wetlands from five wetland systems were surveyed. The vegetation zones of each wetland were sampled and basic environmental data were collected. The results from this study indicate that different plant species assemblages are characteristic for the wetland zones. However, zone delineation using vegetation composition varies between the different wetland systems, and should be evaluated according to the system in question. The major determinants of the vegetation communities in wetlands on the MCP are the substrate type and hydrological regime / Environmental Sciences / M.Sc. (Environmental Management)

Διερευνώνται επιμέρους θέματα διαχείρισης παράκτιων υδροφορέων που αφορούν στην διασφάλιση της αειφορίας των υπόγειων αποθεμάτων μέσω (α) της προστασία τους έναντι στην υποβάθμιση της ποιότητάς τους που μπορεί να προέλθει από τη διείσδυση του θαλασσινού νερού και από ανθρωπογενείς δραστηριότητες και (β) της διασφάλισης της κάλυψης των αναγκών σε υπόγειο νερό κατά τις περιόδους αυξημένης ζήτησης. Η διερεύνηση βασίζεται στη χρήση δύο αριθμητικών μοντέλων υπόγειας ροής που λαμβάνουν υπόψη τις διαφορές πυκνότητας μεταξύ γλυκού και αλμυρού νερού και περιλαμβάνει τα ακόλουθα: Παρουσιάζεται ο τρόπος με τον οποίο διατυπώνονται και επιλύονται οι εξισώσεις που περιγράφουν την υπόγεια ροή υπό την επιρροή διαφορών πυκνότητας σε δύο ευρέως χρησιμοποιούμενα αριθμητικά μοντέλα, που είναι το μοντέλο SEAWAT-2000 (Langevin et al., 2003) και το μοντέλο SUTRA v2.2 (Voss & Provost, 2010). Βάσει των ανωτέρω και της εμπειρίας που αποκτήθηκε από την παράλληλη εφαρμογή τους, οι δύο κώδικες αξιολογούνται συγκριτικά και διατυπώνονται κριτήρια, στα οποία μπορεί να βασιστεί η επιλογή του κατά περίπτωση προσφορότερου κώδικα. Γίνεται η ρύθμιση αριθμητικού μοντέλου, το οποίο είναι βασισμένο στον κώδικα SEAWAT-2000, για τον παράκτιο υδροφορέα του Γλαύκου π., ο οποίος βρίσκεται στα νότια της πόλης των Πατρών και αποτελεί σημαντικό υδατικό πόρο για την περιοχή. Η ρύθμιση του μοντέλου βασίζεται σε μετρήσεις της υπόγειας στάθμης που προέρχονται από ένα σχετικά πυκνό δίκτυο γεωτρήσεων παρατήρησης το οποίο όμως έχει χρονικά περιορισμένη διάρκεια λειτουργίας. Το δίκτυο κατασκευάστηκε στα πλαίσια του προγράμματος INTERREG Ελλάδα – Ιταλία, 2000 – 2006, σε συνεργασία του Εργαστηρίου Υδραυλικής Μηχανικής του Πανεπιστημίου Πατρών και της Δημοτικής Επιχείρησης Ύδρευσης και Αποχέτευσης της Πάτρας (Δ.Ε.Υ.Α.Π.) και ολοκληρώθηκε στα μέσα του 2008. Η διαδικασία ρύθμισης του μοντέλου περιλαμβάνει τα εξής: (α) Τη συστηματική οργάνωση, συνδυασμό και αξιολόγηση των διαθέσιμων πληροφοριών σε λογισμικό συστημάτων γεωγραφικών πληροφοριών. (β) Την εφαρμογή υδραυλικών και στατιστικών μεθόδων σε συνδυασμό με την τροποποίηση και εφαρμογή μεθόδων αριθμητικής προσομοίωσης αντλητικών δοκιμών για τον προσδιορισμό των υδραυλικών χαρακτηριστικών του υδροφορέα. (γ) Τη συνδυαστική ανάλυση υδρολογικών δεδομένων και χρονοσειρών της υπόγειας στάθμης για την εκτίμηση των συνιστωσών του υδρολογικού ισοζυγίου. (δ) Τον καθορισμό κατάλληλων κριτηρίων αξιολόγησης των προσομοιώσεων. (ε) Την εμπειρική ρύθμιση των παραμέτρων του μοντέλου, η οποία επειδή έγινε παράλληλα με την συλλογή των μετρήσεων της υπόγειας στάθμης πραγματοποιήθηκε για δύο περιόδους, κατ’ αρχήν για την περίοδο 2008-2010 και εν συνεχεία για την περίοδο 2010-2012 και (στ) την εκτέλεση προσομοιώσεων Monte Carlo για την πραγματοποίηση καθολικής ανάλυσης ευαισθησίας (global sensitivity analysis, βλ. Saltelli et al., 2004) και τη διερεύνηση ύπαρξης περισσοτέρων συνδυασμών των τιμών των παραμέτρων του μοντέλου που οδηγούν σε παρόμοια αποτελέσματα (equifinality thesis, Beven, 2006). Από τη ρύθμιση του μοντέλου με τη βοήθεια των μετρήσεων της υπόγειας στάθμης που συλλέχτηκαν με το δίκτυο παρατήρησης προέκυψαν πληροφορίες για τους μηχανισμούς εμπλουτισμού του υδροφορέα στις διάφορες περιοχές, κάτι που είναι σημαντικό για τη διαχείρισή του. Το ρυθμισμένο μοντέλο του παράκτιου υδροφορέα του Γλαύκου χρησιμοποιήθηκε για την εξέταση θεμάτων διαχείρισης του υδροφορέα: (α) Προσδιορίστηκαν οι ζώνες τροφοδοσίας των γεωτρήσεων της ΔΕΥΑΠ με χρήση του κώδικα MODPATH v3 (Pollock, 1994) και εκτιμήθηκε η τρωτότητα αυτών των γεωτρήσεων. Διαπιστώθηκε ότι οι γεωτρήσεις που βρίσκονται κοντά στην κοίτη του Γλαύκου, όπως συμβαίνει με πολλές από τις γεωτρήσεις της ΔΕΥΑΠ, αντλούν σχεδόν αποκλειστικά νερό που προέρχεται από τον ποταμό. Έτσι είναι δυνατόν να προσβληθούν από ρυπάνσεις του νερού του ποταμού καθώς επίσης και από ανθρωπογενείς δραστηριότητες στις παρόχθιες ζώνες. (β) Εκτιμήθηκε ο κίνδυνος διείσδυσης θαλασσινού νερού σε περίπτωση εμφάνισης περιόδων ξηρασίας, για δύο διαφορετικά σενάρια αντλήσεων: ένα σύμφωνα με το σημερινό καθεστώς χρήσης του υπόγειου νερού και ένα για την αύξηση των αντλήσεων κατά 50%. Διαπιστώθηκε ότι για ξηρασία διάρκειας τεσσάρων ετών και αύξηση των αντλούμενων ποσοτήτων τα φαινόμενα υφαλμύρισης θα είναι έντονα. Με την επάνοδο όμως των μέσων υδρολογικών συνθηκών ο υδροφορέας ανακάμπτει. (γ) Για συνθήκες ξηρασίας εξετάστηκε η αποτελεσματικότητα του τεχνητού εμπλουτισμού για τον περιορισμό της διείσδυσης του θαλασσινού νερού. Ως μέθοδος εμπλουτισμού εξετάστηκε η εποχιακή αύξηση της στάθμης του νερού στον ποταμό με τη βοήθεια φουσκωτών φραγμάτων (βλ. Κωτσοβίνος, 1999). Διαπιστώθηκε ότι με τη μέθοδο αυτή μπορεί να επιτευχθεί σημαντική αύξηση των υπόγειων αποθεμάτων. Τέλος, εξετάζεται ως μέτρο προστασίας έναντι της διείσδυσης του θαλασσινού νερού η τεχνική των υπόγειων φραγμών. Επειδή στις μελέτες της τεχνικής αυτής που έχουν παρουσιαστεί στη βιβλιογραφία (π.χ. Luyun et al., 2011) έμφαση δίνεται μόνο στην επιρροή των γεωμετρικών χαρακτηριστικών των φραγμών (απόσταση από την ακτή, βάθος φραγμού), έγινε στην παρούσα εργασία συστηματική διερεύνηση της συναρτησιακής σχέσης ανάμεσα στην αποτελεσματικότητα της μεθόδου και τα χαρακτηριστικά τόσο των φραγμών όσο και του υδροφορέα (υδραυλική αγωγιμότητα, ανισοτροπία, υδρομηχανική διασπορά, παροχή γλυκού νερού προς τη θάλασσα, αντλήσεις στην παράκτια ζώνη, υλικό κατασκευής του φραγμού). Η διερεύνηση έγινε με τη βοήθεια του αριθμητικού μοντέλου SUTRA 2.2 (Voss and Provost, 2010), για δύο τύπους υπόγειων φραγμών: τους διαφραγματικούς τοίχους και τα υπόγεια φράγματα. Δίδονται διαγράμματα και αναλυτικές σχέσεις με χρήση αδιάστατων μεταβλητών και για εύρος τιμών των μεταβλητών αυτών που μπορούν να χρησιμοποιηθούν για τη διαστασιολόγηση φραγμών σε εφαρμογές πεδίου. Βάσει των αποτελεσμάτων που προκύπτουν από τη διερεύνηση της προαναφερθείσας συναρτησιακής σχέσης και χρησιμοποιώντας και το μοντέλο του Γλαύκου, εξετάστηκε η αποτελεσματικότητα της κατασκευής ενός φραγμού περιορισμένου μήκους στον υδροφορέα. Διαπιστώθηκε ότι πέραν του περιορισμού της διείσδυσης αλμυρού νερού σε περιόδους ξηρασίας που επιτυγχάνεται, ο φραγμός επιταχύνει την υποχώρηση της αλμυρής σφήνας όταν επανέλθουν οι συνήθεις υδρολογικές συνθήκες. / In the present study coastal aquifer management issues are investigated. These issues concern measures which ensure the sustainability of the coastal groundwater and particularly: (a) protective measures against the degradation of groundwater caused by saltwater intrusion and human activities and (b) measures allowing the availability of sufficient volumes of fresh groundwater during periods of high demand. The investigation is based on the application of two numerical codes, which are suitable for simulating the groundwater flow under the influence of density differences. The investigation procedure is as follows. The application of the equations of groundwater flow with density differences and transport, the limitations and the advantages are presented for two widely used numerical models, the SEAWAT-2000 code (Langevin et al., 2003) and the SUTRA v.2.2 code (Voss & Provost, 2010). Based on the analysis above and on the experience acquired through the parallel use of the two codes, basic criteria are derived that allow for the selection of the code that best suits the needs of a certain problem. The investigation focuses on the Glafkos coastal aquifer, which is located at north Peloponnese (Greece), south of the city of Patras and is an important source of freshwater for the region. For this aquifer the SEAWAT-2000 code is implemented and calibrated. The model calibration is based on groundwater level time series that were registered by a relatively dense monitoring network, whose operation time, however, is limited. The network of the monitoring wells was constructed during 2007-2008 in cooperation of the Hydraulic Engineering Laboratory (Department of Civil Engineering, University of Patras) and the Municipal Enterprise of Water Supply and Sewage of Patras (DEYAP), in the frame of the project INTERREG IIIA GREECE-ITALY. The calibration procedure is based on: (a) The application of a G.I.S. system to organize, combine, analyse and evaluate the available information. (b) The application of hydraulic and statistical methods combined with the modification and application of pumping tests simulation methods, for the estimation of the hydraulic parameters of the coastal aquifer. (c) The combined analysis of hydrological data and groundwater level time series for the estimation of the aquifers water budget components. (d) The establishment of appropriate criteria for the evaluation of simulation results. (e) The empirical calibration of the model is performed for two periods, i.e. the period 2008-2010 and the period 2010-2012. This procedure is due to the availability of the groundwater level time series which were registered parallel to the model calibration. (f) The application of the Monte-Carlo method in order to investigate the probability that different combinations of model parameters give similar or better simulation results. The model calibration led to a better understanding of the aquifers recharge mechanisms which is crucial for the development of a groundwater management policy and the implementation of a management plan. The calibrated groundwater model of the Glafkos coastal aquifer is used for the investigation and evaluation of coastal aquifer management applications: (a) The capture zones of the municipal production wells are delineated by applying the MODPATH v3 code (Pollock, 1994). It is found out that the production wells that are located close to the Glafkos River, as it is the fact for the majority of the municipal production wells, pump water that originates almost exclusively from the river. Consequently, polluted water from the river or polluting human activities close to the riverbank can affect the quality of the pumped water. (b) The saltwater intrusion risk is estimated, in case of a prolonged drought period. Two cases are investigated; the first considers the current pumping rates of groundwater while the second considers a 50% increased pumping. It is found out that a four-year drought period combined with an increase of the groundwater exploitation will lead to significant saltwater intrusion problems. (c) The applicability and effectiveness of in-channel artificial recharge with the use of rubber dams, as a countermeasure against the saltwater intrusion, which may be induced by a four-year drought period, is investigated. It is found that the method is applicable and effectively reduces the intrusion of saltwater. Further it increases the groundwater storage in the aquifer. Finally, the construction of a cutoff wall which covers only a small part of the aquifers width, is evaluated as a countermeasure to saltwater intrusion problems which may arise in Glafkos coastal aquifer. Due to the fact that existing studies on the technique of the subsurface barriers focus only on the influence of the geometrical characteristics of barriers covering the whole width of the aquifer, a systematic investigation is curried out on the functional relationship between the effectiveness of the barriers and all the parameters influencing it, i.e. the geometrical characteristics of the barriers, the aquifer parameters (the hydraulic conductivity, anisotropy, hydromechanical dispersion, groundwater flow towards the sea) and the pumping rate. The investigation is curried out by the use of the finite element code SUTRA v.2.2 and concerns two types of barriers; the subsurface dams and the cutoff walls. The results include graphs and functional relationships for the assessment of the effect of subsurface dams and cutoff walls and the design of such structures. The results are presented in terms of dimensionless variables, with ranges suitable for field applications. Based on these results, a cutoff wall of small width is designed for the Glafkos coastal aquifer. Its effectiveness is evaluated by applying the calibrated SEAWAT-model of the coastal aquifer. It is shown that the cutoff wall not only reduces the saltwater intrusion during drought periods, but also it reduces the retreat time of the saltwater front under normal hydrological conditions.

Lieu de développement économique et démographique intense, les zones littorales font l'objet de pressions importantes sur l'environnement et, en particulier, sur les ressources en eau. Bien que la gestion des eaux souterraines côtières bénéficie de nombreux résultats issus de la recherche scientifique, une des problématiques majeures reste la connaissance de la géométrie des aquifères. Des interprétations géologiques de la genèse du bassin Plio-Quaternaire du Roussillon, issues de la stratigraphie séquentielle, sont confrontées, par l'intermédiaire d'une base données, à l'hydrogéologie de cet hydrosystème complexe localisé sur la partie littorale des Pyrénées-Orientales. L'étude statistique des points de prélèvement (distribution des crépines, productivité des forages...), l'analyse fonctionnelle (traitement du signal des chroniques piézométriques), l'hydrochimie et la géophysique électrique ont été utilisées afin d'élaborer un modèle conceptuel hydrogéologique des écoulements à l'échelle du bassin et de son prolongement vers le domaine offshore. La présence de la mer, de zones à salinité résiduelle et de cours d'eaux littoraux contribue à augmenter la salinité d'un aquifère libre supérieur (Quaternaire) sus-jacent aux différents aquifères captifs (Pliocène) exploités pour l'eau potable dans la zone littorale. La vulnérabilité face aux intrusions salines de cette ressource de bonne qualité, tant sur le point de vue quantitatif que qualitatif est appréhendée par modélisation. Dans le domaine offshore, le rôle protecteur des formations géologiques à faible et moyenne perméabilité est mis en évidence vis-à-vis de la préservation de la qualité de l'eau potable.