Ever since the discovery of seafloor hydrothermal systems at mid ocean ridges, scientists have been trying to understand the complex dynamic processes by which thermal energy is transported advectively by chemically reactive aqueous fluids from Earth's interior to the surface. Hydrothermal systems are generally assumed to consist of a heat source and a fluid circulation system. Understanding the interconnected physical, chemical, biological, and geological processes at oceanic spreading centers is important because these processes affect the global energy and biogeochemical budgets of the Earth system. Despite two decades of focused study of hydrothermal systems, several key questions remain concerning the behavior and evolution of hydrothermal vent systems. Among these are: (a) the partitioning of heat transport between focused and diffuse flow, and (b) the spatial extent and distribution of hydrothermal recharge. These are the main topics of investigation in this thesis. To address these issues, I first use a single-pass modeling approach using a variety of observational data in a simple parametric scale analysis of a hydrothermal vent field to determine fundamental parameters associated with the circulation and magmatic heat transfer for a number of seafloor hydrothermal systems for which the constraining data are available. To investigate the partitioning of heat flux between focused high temperature and diffuse flow I extend the one-limb single pass model to incorporate two single-pass limbs to represent deep and shallow circulation pathways. As a result, I find that 90% of the heat output is from high temperature fluid circulating in the deep limb even though much of the heat loss appears at the seafloor as low-temperature diffuse flow. Next, I use the parametric description of hydrothermal circulation to investigate hydrothermal recharge at the East Pacific Rise 9°50′ N hydrothermal site. Using a 1-D model of recharge through an area of 10⁵ m² elucidated by microseismicity in the oceanic crust I find that anhydrite precipitation is likely to result in rapid sealing of pore space in the recharge zone. This would lead to rapid decay of hydrothermal venting, which is contrary to observations. Then I consider two-dimensional numerical models of hydrothermal circulation in a porous box heated from below. The preliminary results of these models suggests that the anhydrite precipitation zone will be more diffuse, but additional work is needed to test whether anhydrite precipitation will seal the pore space. / Master of Science

Soil aquifer treatment (SAT), the removal of contaminants during percolation through soil, is a strategy employed in managed aquifer recharge (MAR), one method of indirect potable water reuse. As part of Hampton Roads Sanitation District's (HRSD) MAR project, The Sustainable Water Initiative for Tomorrow (SWIFT), a soil column study was performed using four columns filled with sand taken from the Potomac Aquifer System (PAS) as well as water from various stages in SWIFT's 1MGD demonstration facility. Two pairs of two columns were operated in series, simulating 3 days and 1 month of travel time through aerobic to anaerobic conditions. During Phase 1 of testing, each pair of columns was fed from different stages in the SWIFT treatment process. During Phase 2 of testing, one set of columns was spiked with a conservative tracer bromide, and several contaminants of emerging concern (CECs). The contaminants monitored during both phases included total organic carbon (TOC), nitrogen species, and the disinfection byproducts bromate and NDMA. During Phase 2 of testing, CECs, iron, arsenic, bromide, and sulfate were monitored in addition to those monitored during Phase 1. About 50% of the TOC was removed within 3 days of travel time, with no additional removal observed in 1 month. Nitrate was conserved in the 3-day columns, but completely removed after 1 month, indicating denitrification. Bromate and NDMA were reduced significantly in the 3-day columns and mostly non-detect in the 1-month effluent. Many of the spiked CECs were reduced significantly in the 3-day column indicating degradation. Three compounds exhibited some retardation through both columns but were not degraded. A few compounds, notably perfluorooctanoic acid (PFOA), showed no retardation or degradation. / Master of Science / In order to continue to meet the water demands of the future, potable reuse is a necessary and effective solution. HRSD's SWIFT project aims to create a sustainable source of drinking water through advanced treatment of its wastewater effluent and subsequent recharge of the Potomac Aquifer in a process known as managed aquifer recharge (MAR). During MAR, chemical and biological contaminants are attenuated or removed through a process known as soil aquifer treatment (SAT). HRSD installed pilot-scale soil columns at their 1MGD SWIFT demonstration facility to evaluate the potential removal of contaminants. During the study, removal of contaminants, both regulated and unregulated, was observed. This study demonstrated that SAT provides an effective environmental barrier against many contaminants and helped to inform the level of treatment necessary to protect public health during MAR potable reuse projects.

Soil aquifer treatment (SAT) during managed aquifer recharge has been studied as a method of providing additional environmental barriers to pathogens and contaminants in indirect potable reuse (IPR) applications. A soil column study was conducted by Hampton Roads Sanitation District in order to evaluate the effectiveness of SAT, as a component of its IPR project involving the replenishment of the Potomac Aquifer System (PAS), in providing a sustainable source of drinking water. Four packed soil columns were constructed with sand from the PAS and were designed to simulate the travel time of 3 days and 30 days. The tests conducted aimed at evaluating pathogen removal (MS2, E. coli and Cryptosporidium oocysts); evaluating attenuation of regulated (nitrate, nitrite, bromate, trihalomethane (THM), haloacetic acids (HAA), organic carbon) and unregulated contaminants of concern that affect drinking water quality. Effective pathogen removal was observed with 6 to 7-log removals of MS2 and E. coli and 3 to 5-log removals of microbeads, used as a surrogate for Cryptosporidium. Removal across 3 day columns was comparable to 30-day columns but the potential to achieve higher removal with longer retention time was acknowledged. Nitrate, bromate, THMs and HAAs were completely reduced in 30-day columns. Total organic carbon was removed at 25 – 35% in all four columns. Seven out of the 106 contaminants of emerging concern (CEC) tested were consistently detected in the column feed and effluent at concentrations greater than 100 ng/L; some compounds showed potential for removal while no conclusive results were drawn for the remaining compounds. / MS / Potable reuse is a sustainable solution to the increasing water demands of the present and more so the future. Hampton Road Sanitation District (HRSD) aims to treat effluent from its wastewater treatment plants using advanced treatment process for direct recharge of the Potomac aquifer system. This is a method of indirect potable reuse termed as managed aquifer recharge (MAR). MAR can provide additional environmental barriers to contaminants present in water through a process of natural attenuation called soil aquifer treatment (SAT). A soil column study was conducted at HRSD’s pilot scale facility in order to asses SAT under controlled conditions at a meaningful scale. Attenuation of pathogens; regulated contaminants (nitrate, nitrite, bromate, etc.) and contaminants of emerging concern was evaluated through the soil columns. The results showed effective removal of most contaminants of interest which demonstrated that SAT potentially improves water quality and meets public health standards in potable reuse applications.

Multiple saline tracers were used to explore the role of geologic structure on groundwater recharge at the Fractured Rock Research Site in Floyd County, Virginia. Tracer migration was monitored through soil, saprolite, and fractured crystalline bedrock for a period of 3 months with chemical, physical, and geophysical techniques. Potassium chloride (KCl) and potassium bromide (KBr) tracers were applied at specific locations on the ground surface to directly test flow pathways in a shallow saprolite and deep fractured rock aquifer. Previous work at the Fractured Rock Research Site have identified an ancient thrust fault complex that is present in the otherwise competent metamorphic bedrock; fracturing along this fault plane has resulted in a highly transmissive aquifer that receives recharge along the vertically oriented portion of the fault zone. A shallow aquifer has been located above the thrust fault aquifer in a heterogeneous saprolite layer that rapidly transmits precipitation to a downgradient spring. Tracer monitoring was accomplished with differential electrical resistivity, chemical sampling, and physical monitoring of water levels and spring discharge. Tracer concentrations were monitored quantitatively with ion chromatography and qualitatively with differential resistivity surveys. KCl, applied at a concentration of 10,000 mg/L, traveled 160 meters downgradient through the thrust fault aquifer to a spring outlet in 24 days. KBr, applied at a concentration of 5,000 mg/L, traveled 90m downgradient through the saprolite aquifer in 19 days. KCl and KBr were present at the sampled springheads for 30 days and 33 days, respectively. Tracer breakthrough curves indicate diffuse flow through the saprolite aquifer and fracture flow through the crystalline thrust fault aquifer. Heterogeneities in the saprolite aquifer had a large effect on tracer transport, with breakthrough peaks varying several days over vertical distances of several meters. Monitoring saline tracer migration through soil, saprolite, and fractured rock provided data on groundwater recharge that would not have been available using other traditional hydrologic methods. Travel times and flowpaths observed during this study support preferential groundwater recharge controlled by geologic structure. Geologic structure, which is not currently considered an important factor in current models of Blue Ridge hydrogeology, should be evaluated on a local or regional scale for any water resources investigation, wellhead protection plan, or groundwater remediation project. / Master of Science

Cette étude s'intéresse sur la simulation numérique des aires d'alimentation des puits d'eau potable sous l'influence d'une interface eau douce-eau salée (SWI), aux Îles-de-la-Madeleine, au Québec. Trois approches sont étudiées pour représenter l'interface, une entièrement dispersée (ID) considérant l'écoulement des eaux souterraines à densité variable et le transport advectif-dispersif, et les approches simplifiées de l'interface horizontale (IH et MODFLOW) et de Ghyben-Herzberg (GH). Le modèle d'éléments finis 3D SALTFLOW est utilisé pour toutes les simulations, en appliquant l'approche de la probabilité de captage (CP), basée sur le transport advectif-dispersif en mode arrière, pour définir les aires. Une analyse de sensibilité est d'abord appliquée à un domaine rectangulaire 3D simplifié avec un puits de pompage foré dans un aquifère de grès hautement perméable. Cette étude d'analyse de sensibilité porte sur l'influence de la conductivité hydraulique, la profondeur de la crépine et l'augmentation du taux de pompage sur la taille et la forme des aires. Les aires d'alimentation définies avec l'approche de CP sont comparées selon les différentes représentations de l'interface eau douce-eau salée énoncées dans cette étude. L'approche est ensuite appliquée à un sous-domaine 3D hétérogène sur l'Île du Cap aux Meules, qui comprend dix puits de pompage. Pour les conditions considérées dans cette étude, les aires de CP délimitées avec l'IH ou GH sont approximativement égales à 5% des aires simulées avec l'ID. Cependant, les aires ID sont généralement plus grandes comparées à celles simulées avec le traçage de particules basé sur le modèle MODFLOW, en raison des différences dans le modèle conceptuel et l'effet de la dispersion hydrodynamique dans l'approche de CP. L'effet du type d'interface diminue en s'éloignant du littoral. Le CP est une approche potentiellement utile pour définir les aires des aquifères insulaires avec l'intrusion d'eau salée. L'avantage de cette approche de CP est qu'elle inclut les incertitudes à travers le terme de dispersion permettant aux décideurs de choisir des niveaux de risques acceptables. / This study focusses on the numerical simulation of water well capture zones under the influence of a freshwater-saltwater interface (SWI), in the context of groundwater protection on the Magdalen Islands, Québec. Three approaches for representing the interface are investigated, a fully dispersed interface considering density-dependent groundwater flow and advective-dispersive transport, as well as the simplified approaches of a Ghyben-Herzberg interface and a horizontal interface. The 3D finite element model SALTFLOW is used for all simulations, including application of the capture probability (CP) approach, based on backward-in-time advective-dispersive transport, for defining the capture zones. A sensitivity analysis is first applied to a simplified 3D rectangular domain with a single well pumping within a highly permeable sandstone aquifer. Probability capture zones are compared under the different representations of the saltwater interface, highlighting the influence of hydraulic conductivity, the depth of the well screen, and an increase of the pumping rate on the capture zone size and shape. The approach is then applied to a 3D sub-domain of the Island of Cap aux Meules, including ten pumping wells within a heterogeneous system. For the conditions considered in this study, capture zones predicted using the capture probability approach assuming a Ghyben-Herzberg or horizontal interface had surface areas within about 5% of the capture zones simulated using a dispersed interface. These capture zones, however, were generally larger compared to those simulated using advective particle tracks based on a MODFLOW model, due to differences in the conceptual model and to the effect of hydrodynamic dispersion in the CP approach. The effect of the type of interface on the capture zone decreased away from the coastline. Capture probability is a potentially useful approach for defining capture zones in island aquifers under saltwater intrusion as it includes uncertainty through dispersion allowing decision-makers to choose acceptable levels of risk. It is concluded that the Ghyben-Herzberg and horizontale Interface simplifications are acceptable approaches, considering the inherent uncertainties in the conceptual models.

Les réseaux trophiques jouent un rôle primordial dans la régulation des flux de matière et d’énergie au sein des écosystèmes. Dans le cadre des pratiques de recharge artificielle des aquifères, les biocénoses souterraines sont pleinement sollicitées et leur capacité à dégrader les flux de matière organique de surface conditionne le maintien de la qualité des eaux souterraines. L’objectif de ce travail est de déterminer l’influence d’une augmentation des flux de carbone organique dissous sur l’intensité des interactions trophiques entre les communautés microbiennes et les assemblages d’invertébrés au toit des nappes phréatiques rechargées artificiellement avec des eaux de ruissellement pluvial. A travers une approche expérimentale de terrain et de laboratoire, ce travail permet d’évaluer l’intensité des relations existant entre les flux de carbone organique dissous, les conditions environnementales, l’activité et la diversité de communautés microbiennes et l’abondance des communautés d’invertébrés. / Food webs play a crucial role in regulating the fluxes of matter and energy within ecosystems. Artificial recharge of aquifers relies heavily on the ability of groundwater biocenoses to degrade organic matter fluxes that is a condition to maintain the quality of groundwater. The objective of this work is to determine the impact of increased dissolved organic carbon supply on the trophic interactions between the microbial communities and invertebrate assemblages at the upper layers of groundwater artificially recharged with stormwater. Through a combined field and laboratory experimental approach, this work allows ranking the strength of relationship between dissolved organic carbon fluxes, environmental conditions, activity and diversity of microbial communities and abundance of invertebrate assemblages

Managed aquifer recharge (MAR) is the purposeful recharge of an aquifer for later recovery or environmental benefits and represents a valuable method for sustainable water resources management. Models can be helpful tools for the assessment of MAR systems. This review encompasses a survey and an analysis of case studies which apply flow and transport models to evaluate MAR. The observed modeling objectives include the planning or optimization of MAR schemes as well as the identification and quantification of geochemical processes during injection, storage and recovery. The water recovery efficiency and the impact of the injected water on the ambient groundwater are further objectives investigated in the reviewed studies. These objectives are mainly solved by using groundwater flow models. Unsaturated flow models, solute transport models, reactive geochemical models as well as water balance models are also frequently applied and often coupled. As each planning step to setup a new MAR facility requires cost and time investment, modeling is used to minimize hazard risks and assess possible constraints of the system such as low recovery efficiency, clogging and geochemical processes.

Deep injection wells (DIW) in Florida are regulated by the U.S. Environmental Protection Agency (USEPA) and the state of Florida through the Underground Injection Control regulations contained within the Safe Drinking Water Act. Underground injection is defined as the injection of hazardous waste, nonhazardous waste, or municipal waste below the lowermost formation containing an underground source of drinking water within one-quarter mile of the wellbore. Municipalities in Florida have been using underground injection as an alternative to surface disposal of treated domestic wastewater for nearly 40 years. The research involved collecting data as of September, 2007 on all the Class I DIWs in the state of Florida and evaluating the differences between them. The analysis found regional differences in deep well practice and canonical correlation analyses concluded that depth below the USDW is the most significant factor to prevent upward migration of the injected fluid. / by Jie Gao. / Thesis (M.S.C.S.)--Florida Atlantic University, 2010. / Includes bibliography. / Electronic reproduction. Boca Raton, Fla., 2010. Mode of access: World Wide Web.

Dans un contexte global d'augmentation de la population, les réserves en eau des nappes phréatiques sont de plus en plus sollicitées. Pour pallier à cette exploitation, des systèmes d’infiltration artificiels ont été mis en place pour recharger les nappes avec de l’eau de surface. Néanmoins, ces systèmes subissent des pertes d’efficacité liées au colmatage du support d’infiltration par des processus physiques, chimiques ou biologiques. Face à ce phénomène, le travail de thèse a pour but de tester la faisabilité d’une technique d’ingénierie écologique par introduction d’un gastéropode, V. viviparus, pour limiter le colmatage de l’interface eau/sédiment de bassins d’infiltration utilisés pour recharger artificiellement l’aquifère sous-jacent au Rhône. Par des approches expérimentales, deux volets ont été abordés, (1) la dynamique des interactions biofilm/brouteur et les conséquences sur l’état physiologique du gastéropode et (2) la dynamique des interactions biofilm/gastéropode et les conséquences sur les propriétés hydrauliques et écologiques de l’interface eau/sédiment. Les résultats ont mis en évidence que (1) V. viviparus pouvait se maintenir dans les bassins d’infiltration aux différentes saisons, (2) V. viviparus pouvait limiter le colmatage biologique de l’interface eau/sédiment soit par ses actions trophiques (broutage), soit par des actions physiques (déplacement, pelletisation) et (3) V. viviparus n’a pas eu d’effet positif sur l’infiltration lorsque le colmatage était chimique. Pour conclure, V. viviparus apparait comme un bon candidat pour des solutions d’ingénierie écologique visant à restaurer des interfaces eau/sédiment, colmatées par un biofilm phototrophe. Ce travail ouvre des perspectives sur l’utilisation de solutions basées sur la nature à plus large échelle spatiale (e.g. pilote) et à des milieux naturels comme les zones humides / With the global increase of the population, groundwater reserves are increasingly exploited. To circumvent this problem, managed aquifer recharge systems using surface water are used worldwide. Nevertheless, the hydraulic performance of these systems is often altered by physical, chemical or biological clogging. This work aim to test the sustainability of ecological engineering solution based on the introduction of the gastropod, V. viviparus, to attenuate the clogging of the water/sediment interface of infiltration basins use for the recharge of the Rhône river aquifer. Two sections have been addressed with experimental approaches, (1) dynamic of biofilm/grazer interaction and its consequences on the physiological state of the gastropod and (2) dynamic of biofilm/grazer interaction and its consequences on the hydraulic and ecological properties of the water/sediment interface. Results show that (1) V. viviparus is able to survive in the infiltration basins at contrasted seasons, (2) V. viviparus can attenuate the biological clogging of the water/sediment interface, ether by trophic interaction (grazing) or physical actions (crawling activity, pelletization), and (3) V. viviparus has no positive effect on infiltration in case of chemical clogging. To conclude, V. viviparus appears to be a good candidate for ecological engineering solutions aiming to preserve and restore water/sediment interface impacted by biological clogging. This work provides useful information for the study of natured based solutions at larger scale (experimental pilot) and in natural ecosystems as wetlands

The use of cross-correlation analysis on spring discharge and precipitation data in karst aquifer basins has been used for many years to develop a conceptual understanding of an aquifer and estimate aquifer properties. However, to this point, the application of these processes has relied on gaged precipitation at discrete locations. The use of spatially varying precipitation data and cross-correlation analysis provides a means of spatially characterizing recharge locations on a karst aquifer. NEXRAD provides a spatial estimate of precipitation based by combining reflectivity measurements from radar stations and traditional precipitation gages. This study combines NEXRAD precipitation data with spring discharge data to develop maps of contributing areas for two karst springs in Central Texas. By calculating the cross-correlation of each NEXRAD measurement to spring flow data for the same period of time a map showing the locations hydraulically connected to the spring can be developed. Both numerical experiments and field applications were conducted as part of the study. The numerical experiments conducted by Padilla and Pulido-Bosch are revisited using the numerical groundwater model MODFLOW. This allowed the introduction of spatially varying parameters into the model. The results show that spatially varying parameters can be inferred based on the results cross-correlation of spatially varying precipitation with respect to a single spring discharge location. Also, contributing area maps are prepared for both Barton Springs and Jacob’s Well. Barton Springs has a precise estimate of the recharge area. The current map of the recharge area and the NEXRAD derived map show good agreement with the cross-correlation results. Conversely, Jacob’s Well has not been sufficiently studied to delineate a contributing area map. This study provides an preliminary estimate of the area contributing to flow at Jacob’s Well. Finally, the development of these maps can also be applied to the construction of regional groundwater models. An application of this methodology with the groundwater availability model for the Barton Springs portion of the Edward’s aquifer is introduced. The application of spatial cross-correlation analysis to constrain recharge in the model showed a reduction in the objective function with respect to discharge at Barton Springs of 15%. / text