Le tassement des sols est l'un des principaux processus de dégradation des sols en Europe. Il est principalement dû à la mécanisation des activités agricoles et forestières qui se traduit par des passages d’engins de plus en plus lourds, très souvent en conditions climatiques défavorables. La directive cadre pour la protection des sols en préparation envisage de demander aux Etats membres de l’Union Européenne de recenser les zones les plus sensibles au tassement en vue d’appliquer des mesures de prévention ou de réhabilitation. Le but de notre étude est de développer une méthode d’estimation des risques de tassement des sols et de l’appliquer à l’échelle de la France métropolitaine. La sensibilité des sols au tassement dépend du type de sol et augmente avec la teneur en eau. L’intensité du tassement dépend de la charge appliquée à la surface du sol. L’estimation des risques de tassement repose sur la fréquence d’occurrence d’une teneur en eau critique qui engendre une intensité de tassement pénalisant le fonctionnement des sols et des cultures. Elle fait appel à deux modèles : le modèle de culture STICS pour le calcul de l’évolution journalière de la teneur en eau des sols, le modèle de déformation COMPSOIL pour le calcul des teneurs en eau critiques en fonction des engins utilisés. Ces deux modèles sont appliqués sur la Base de Données Géographique des Sols de France au 1/1 000 000ème. Une amélioration du paramétrage du module hydrique de STICS adapté à cette base de données est proposée. Les risques de tassement des sols sont estimés pour trois périodes d’intervention au cours d’une culture de blé d’hiver ou de maïs : le semis, la fertilisation azotée et la récolte, en fonction de scénarios climatiques actuels et futurs. Plusieurs critères de définition d’un sol tassé et d’un risque de tassement ont été utilisés. La cartographie des risques de tassement (1) s’avère très sensible au choix de ces critères, (2) résulte de la combinaison des trois facteurs : type de sol, climat et système de culture, sans facteur prédominant. La méthodologie proposée, basée sur l’utilisation de modèles de fonctionnement hydromécanique, est bien adaptée à l’estimation des risques de tassement des horizons de surface des sols cultivés. Une caractérisation plus précise des propriétés mécaniques des sols français est à envisager pour réduire les incertitudes sur la cartographie des risques. / Soil compaction is one of the major processes of soil degradation in Europe. Compaction is mainly due to the mechanization ofagricultural and forest activities which involve use of increasingly heavy machines, even when the weather conditions may beunfavourable. The European Union Directive for soil protection in preparation will require for the Member States to zone soilcompaction risk for determining priority areas for soil prevention or soil improvement. In this context, the aim of this study is tobuild a methodology to soil compaction risk at national scale. The susceptibility of soil to compaction increases with the soil watercontent. The soil compaction risks are deduced from frequency of appearance of critical water content which implies systematiccompaction. Soil water content is estimated with the crop model STICS for 30 years on the whole French soils. Before simulations,we must (1) estimate critical water content as a function of soil and applied stress; (2) parameterize the hydraulic module of STICSso that it is adapted to the whole French soils; (3) parameterize the mechanical functioning of French soils. The results are mappedwith the Soil geographical data base of France at 1/1 000 000. The compaction risks are thus estimated for three periods of farmingoperation during winter wheat and maize cultivation: soil conditioning/sowing, nitrogenous fertilising and harvest for present andfuture climates. These three operations are characterized by the applied stress and the climatic conditions. Several criteria definingcompacted soil and compaction risk were used. Maps of soil compaction risk appeared sensitive to these criteria and also showed that compaction risk is resulting from the interaction of three factors: soil types, climate and farming systems without any dominating.The proposed methodology based on use of hydraulic and mechanical models is well adapted to the estimation of compaction risk for cultivated topsoil. But, mechanical properties for French soils must be characterised more precisely in future to limit uncertainties in the mapping of soil compaction risk.

The measurement of water in soil on a potential, gravimetric or volumetric basis is considered, with studies concentrating on the measurement of water by dielectric and neutron moderation methods. The ability of the time-domain reflectometry technique to measure water content simultaneously at different spatial locations is an important advantage of the technique. The reported apparent dielectric by the TRASE� time-domain reflectometer and Pyelab time-domain reflectometry systems is sensitive to change in extension cable length. In some soil, e.g. a commercial sand, the response to increasing extension length of extension cable is linear. For other soil a linear response occurs for certain lengths of cable at different moisture contents. A single model accounting for clay content, extension cable length, time-domain reflectometry system, probe type and inherent moisture conditions explained 62.2 % of variation from the control (0 m extension) cable. The extension cable causes a decrease in the returning electromagnetic-wave energy; leading to a decline in the slope used in automatic end-point determination. Calibration for each probe installation when the soil is saturated, and at small water contents is recommended. The ability of time-domain reflectometry, frequency-domain and neutron moderation techniques in measuring soil water content in a Brown Chromosol is examined. An in situ calibration, across a limited range of water contents, for the neutron moderation method is more sensitive to changing soil water content than the factory supplied 'universal' calibration. Comparison of the EnviroSCAN� frequency-domain system and the NMM count ratio indicates the frequency-domain technique is more sensitive to change in soil water conditions. The EnviroSCAN� system is well suited to continuous profile-based measurement of soil water content. Results with the time-domain reflectometry technique were disappointing, indicating the limited applicability of time-domain reflectometry in profile based soil water content measurement in heavy-textured soil, or soil with a large electrical conductivity. The method of auguring to a known depth and placement of the time-domain reflectometry probe into undisturbed soil is not recommended. A time-domain reflectometry system is adapted for in situ measurement of water in an iron ore stockpile. The laboratory calibration for water content of the processed iron ore compares favourably to a field calibration. In the field study, the 28 m extension cable used to connect the probes to the time-domain reflectometry affected the end-point determination of the time-domain reflectometry system. To account for this, 0.197 should be subtracted from the reported apparent dielectric before calculation of volumetric moisture content.

The measurement of water in soil on a potential, gravimetric or volumetric basis is considered, with studies concentrating on the measurement of water by dielectric and neutron moderation methods. The ability of the time-domain reflectometry technique to measure water content simultaneously at different spatial locations is an important advantage of the technique. The reported apparent dielectric by the TRASE� time-domain reflectometer and Pyelab time-domain reflectometry systems is sensitive to change in extension cable length. In some soil, e.g. a commercial sand, the response to increasing extension length of extension cable is linear. For other soil a linear response occurs for certain lengths of cable at different moisture contents. A single model accounting for clay content, extension cable length, time-domain reflectometry system, probe type and inherent moisture conditions explained 62.2 % of variation from the control (0 m extension) cable. The extension cable causes a decrease in the returning electromagnetic-wave energy; leading to a decline in the slope used in automatic end-point determination. Calibration for each probe installation when the soil is saturated, and at small water contents is recommended. The ability of time-domain reflectometry, frequency-domain and neutron moderation techniques in measuring soil water content in a Brown Chromosol is examined. An in situ calibration, across a limited range of water contents, for the neutron moderation method is more sensitive to changing soil water content than the factory supplied 'universal' calibration. Comparison of the EnviroSCAN� frequency-domain system and the NMM count ratio indicates the frequency-domain technique is more sensitive to change in soil water conditions. The EnviroSCAN� system is well suited to continuous profile-based measurement of soil water content. Results with the time-domain reflectometry technique were disappointing, indicating the limited applicability of time-domain reflectometry in profile based soil water content measurement in heavy-textured soil, or soil with a large electrical conductivity. The method of auguring to a known depth and placement of the time-domain reflectometry probe into undisturbed soil is not recommended. A time-domain reflectometry system is adapted for in situ measurement of water in an iron ore stockpile. The laboratory calibration for water content of the processed iron ore compares favourably to a field calibration. In the field study, the 28 m extension cable used to connect the probes to the time-domain reflectometry affected the end-point determination of the time-domain reflectometry system. To account for this, 0.197 should be subtracted from the reported apparent dielectric before calculation of volumetric moisture content.

Characterization of heterogeneous soil hydraulic parameters of deep vadose zones is often difficult and expensive, making it necessary to rely on other sources of information. Pedotransfer functions (PTFs) based on soil texture data constitute a simple alternative to inverse hydraulic parameter estimation, but their accuracy is often modest. Inverse modeling entails a compromise between detailed description of subsurface heterogeneity and the need to restrict the number of parameters. We propose two methods of parameterizing vadose zone hydraulic properties using a combination of k-means clustering of kriged soil texture data, PTFs, and model inversion. One approach entails homogeneous and the other heterogeneous clusters. Clusters may include subdomains of the computational grid that need not be contiguous in space. The first approach homogenizes within-cluster variability into initial hydraulic parameter estimates that are subsequently optimized by inversion. The second approach maintains heterogeneity through multiplication of each spatially varying initial hydraulic parameter by a scale factor, estimated a posteriori through inversion. This allows preserving heterogeneity without introducing a large number of adjustable parameters. We use each approach to simulate a 95 day infiltration experiment in unsaturated layered sediments at a semiarid site near Phoenix, Arizona, over an area of 50 x 50 m(2) down to a depth of 14.5 m. Results show that both clustering approaches improve simulated moisture contents considerably in comparison to those based solely on PTF estimates. Our calibrated models are validated against data from a subsequent 295 day infiltration experiment at the site.

Les Latosols correspondent à environ 40% du Plateau Central brésilien. Ils sont caractérisés par une faible activité de l’argile, une faible différenciation de leurs horizons, une macrostructure peu développée et une microstructure en revanche très développée représentée par des microagrégats de 50 à 300 µm de diamètre. Dix Latosols (L) ont été sélectionnés le long d’une toposéquence régionale d’environ 350 km de long qui recoupe la Surface Sud Américaine (SAS) (L1 à L4) et la Surface Velhas (VS) (L5 à L10). Ces différents Latosols rendent compte de la variabilité de composition granulométrique et minéralogique, et de celle de matériau parental que l’on peut rencontrer dans le Plateau Central brésilien. Nos résultats montrent que la variabilité de proportion de gibbsite et de kaolinite peut s’expliquer à la fois par l’âge de la surface géomorphologique et les conditions hydriques en fonction de la position topographique au sein de chaque toposéquence. Les résultats montrent également que la structure microagrégée ne varie pas en fonction de la composition granulométrique ou minéralogique. Elle est apparue en revanche liée à la bioturbation du sol par les termites. Il a aussi été montré que les microagrégats des Latosols étudiés ne sont pas rigides mais diminuent de volume lors de la dessiccation. De plus, la composition minéralogique de la fraction argileuse ne jouerait qu’un rôle marginal dans les variations du volume poral lors de la dessiccation. Les microagrégats des Latosols situés sur la SAS diminuent moins de volume lors de la dessiccation que les microagrégats situés sur la VS, cette différence serait liée à leur histoire hydrique. Enfin, les propriétés de rétention en eau et la conductivité hydraulique à saturation varient respectivement en fonction de la teneur en argile et du développement des pores de diamètre supérieur à 300 µm, et par conséquent sans lien étroit avec la minéralogie de la fraction argileuse. / The Latosols correspond to about 40% of the Brazilian Central Plateau. They are characterized by low activity clay, little horizon differentiation, a weak macrostructure and a strong microgranular structure resulting in microaggregates 50 to 300 µm in size. Ten Latosols (L) were selected along a 350-km long regional toposequence across the South American Surface (SAS) (L1 to L4) and Velhas Surface (VS) (L5 to L10). The studied Latosols take into account the textural and mineralogical variability, as well as the topographical location and parental material variability. Our results showed a large variation of the kaolinite and gibbsite content in relation to a regional component attributed to the age of the geomorphic surface and a local component mainly related to the hydraulic conditions along the toposequence. The results showed also that the microgranular structure varied without any relationship with the texture and mineralogy of the fine material. It appeared as being mainly related to soil bioturbation by termites. The microaggregates of the Latosols studied are not rigid but shrink during drying with no relation with the mineralogy of the fine material. Our results showed that the microaggregates of the Latosols located on the SAS shrink less than those of the Latosols located on the VS. This would be related to a difference of hydric stress history. Finally, the water retention properties and saturated hydraulic conductivity varied according to the clay content and development of pores larger than 300 µm in diameter respectively without any apparent role of the mineralogy of the fine material.

Designing monitoring networks that can discriminate among competing conceptual models is a key challenge for hydrologists. This issue is examined by considering the impact of network design on the utility of measurements for constraining hydrologic prediction uncertainty. Specifically, a three-staged approach was developed and is presented as a set of modeling case studies. The first case study presents a sensitivity analysis that examines conditions under which the proposed measurement method is likely to detect observations associated with the hydrologic process and properties of interest. This application is focused on the use of geomorphic information to estimate infiltration on arid alluvial fans.The second stage is an assessment of the likely utility of the measurement method to determine whether proposed measurements are likely to be useful for identifying hydraulic properties or hydrologic processes. This objective screening approach could reduce the number of unsuccessful uses of geophysical and other indirect measurement methods. A hypothetical site assessment examines whether the measurement method, temporal gravity change, is likely to detect signals associated with drawdown in an unconfined aquifer that occurs in response to pumping. Also, the utility of these measurements for identifying hydraulic conductivity and specific yield was considered.The third stage, an analysis of optimal network design, compares the projected measurement costs with the expected benefits of constraining hydrologic prediction uncertainty. The final case study presents a network design approach for a feasibility assessment of a proposed artificial recharge site. Predefined sets of proposed measurements of temporal gravity change were considered for various measurement times. An ensemble approach was used to assess the likely impact of measurement error on prediction error and uncertainty for different combinations of measurement sets. The ensemble of prediction errors was translated to probability-weighted performance costs for each measurement set using a cost function. Total cost was calculated as the sum of the performance and measurement costs. The optimal measurement set, defined as the set with the lowest total cost, depends on the prediction of interest, the per measurement cost, the maximum risk-based cost associated with the hydrologic prediction, and the treatment of uncertainty in defining performance costs.

Traditional analysis of aquifer tests uses the observed hydrograph at one well caused by pumping at another well for estimating transmissivity and storage coefficient of an aquifer. The analysis relies on Theis' or Jacob's approximate solution, which assumes aquifer homogeneity. Aquifers are inherently heterogeneous at different scales. If the observation well taps into a low permeability zone while the pumping well is located in a high permeable zone, the resulting situation contradicts the homogeneity assumption embedded in the traditional analysis. As a result, a practical but important question we ask: What do we derive from the traditional analysis? Using numerical experiments in synthetic aquifers, we answer this question. Results of the experiments indicate that the effective transmissivity, Teff , and storage coefficient, Seff , values vary with time, as well as the principal directions of the transmissivity, but both values approach their geometric means of the aquifer at large times. Analysis of the estimated transmissivity (T) and storage coefficient (S ) using well hydrographs from a single observation well shows that at early times, both the estimated T and S values vary with time. At late times, both estimates approach local averages near the observation well. The T value approaches but does not equal Teff , representing an average value over a broad area in the vicinity of the observation well while the S value converges to the value dominated by the storage coefficient near the observation wells (i.e., its average area is much smaller than that of the t value).

<p>&nbsp / Characterisation of fractured rock aquifers is important when dealing with groundwater protection and management. Fractures are often good conduits for water and contaminants, leading to high flow velocities and the fast spread of contaminants in these aquifers. A cost effective methodology is required for the characterisation of the role of individual fractures contributing to flow to boreholes in fractured rock aquifers. Literature shows that some of the conventional methods used to characterise hydraulic properties in fractured rock aquifers are expensive, complicated, time consuming and are associated with some disadvantages such as over-or under- estimations of flow rates. iii This thesis evaluates the use of Fluid Electrical Conductivity (FEC) logging in fractured rock aquifers. This FEC data are compared to various traditional methods used to determine aquifer hydraulic properties applied at the Franschhoek and Rawsonville research sites. Both these sites were drilled into the fractured rock Table Mountain Group (TMG) Aquifer, forming one of the major aquifers in South Africa.</p>

<p>Coal provides for 77% of South Africa&rsquo / s primary energy needs and is therefore a major resource that supports the socio-economic needs of South African citizens. Power stations are the major consumers of coal in South Africa and produces electricity from burned coal. The burning of coal produces a large volume of ash that is disposed in the form of ash dump systems. The ash&nbsp / dump system is treated with high salinity process water from the power station for dust suppression. The process water contains salts due to evaporation processes from the recirculation&nbsp / &nbsp / of&nbsp / water in the cooling water system. Various studies to evaluate the sustainability of the ash dump system as a sustainable salt sink were therefore conducted. This study aimed to develop a conceptual model for the ash dump system by evaluating the movement of the process water trough the ash dump and the impacts it might have on the underlying weathered dolerite aquifer. This was achieved by evaluating the hydraulic and transport properties of the ash dump system. An initial site conceptual model was first established prior to the application of the hydraulic&nbsp / and transport methods. The initial conceptual model was based on the literature, previous reports and an initial site walk over. Known and tested hydraulic and transport methods were applied&nbsp / n bo.th field and laboratory scale for the saturated part of the ash dump system. The laboratory experiments comprised of column and core experiments. These methods assisted in&nbsp / parameter estimation of hydraulic and transport properties and also assisted in the planning of the field experiments. The field experiments were conducted in the form of slug tests, tracer&nbsp / dilution and natural gradient divergent tracer test experiments. The combined laboratory and field experiments provided statistically significant values that were then used as inputs into the&nbsp / conceptual model. Field experiments were also applied to a surrogate aquifer that represented the underlying shallow weathered dolerite aquifer of the ash dump system. The components of&nbsp / the updated conceptual model identified and investigated include the physical environment, the calculated hydraulic and transport properties.The ash dump can be conceptualized as a 20 to&nbsp / &nbsp / 30 meter high heap of consolidated clay size ash&nbsp / particles built on top of an underlying shallow weathered dolerite aquifer. The ash dup is directly connected to the underlying weathered&nbsp / dolerite aquifer. The saline water within the saturated zone has the ability to move through the ash dump system with hydraulic conductivities ranging between 10-1-10- 2 m/day, with flow&nbsp / velocities of 7-8m/day and effective porosities of 1%-2%. The hydraulic properties of the ash dump are, amongst others, controlled by the ash geology, contact time of the process water with the&nbsp / sh and show a significant reduction in hydraulic conductivity over time, before reaching a steady state. The transport properties are controlled by advection and spreading in available&nbsp / pathways. Results for the surrogate underlying fractured rock aquifer show flow velocities of 31m/day and an effective porosity of 1%.This suggests that the underlying weathered dolerite&nbsp / aquifer is vulnerable to process water contamination from the ash dump system. The study illustrates the importance of a site conceptual model before the application of investigative&nbsp / methods. Hence having a site conceptual model provides an excellent platform for hydraulic and transport estimation. The development of a site conceptual model enhanced the&nbsp / understanding of flow and transport movement of the processed&nbsp / water trough the ash dump, it also assisted as a beneficial tool to enhance ash dump management.</p>

A patterned, partially-treed, fen in the mid-boreal region of central Saskatchewan was the site of renewed hydrological research from 2002 to 2004. Hydraulic conductivity, transmissivity, and storativity were determined through use of a surface loading test, pumping tests, and an enclosed field drainage test. None of these field tests have been previously described in the literature as having been used in peat environments. The combined results of field and laboratory drainage tests were used to obtain a general storativity with water table depth relationship in the upper peat layer. The hydraulic conductivity, measured with slug tests, the loading test, and pumping tests, is high near the surface, declining greatly with depth. These previously untested field methods have the advantage of representing volumes of peat from tenths of a meter to cubic meters. </p>Characterization of the hydrology of the peatland involved year round observations of water table, piezometric head, peat surface elevations, frost depth and peat temperatures. Fluctuations of the water table, and soil moisture changes produce changes in effective stress that lead to volume change in the highly compressible peat. This is particularly important for sites with thick peat deposits. Independent compressibility estimates were as high as 10-5 N/m2 in the upper peat. At three fen sites, changes in peat thickness were estimated from monthly estimates of effective stress change, using year round hydrological observations, and compared to measured annual peat thickness changes. Water table changes causing soil moisture changes, and freeze-thaw processes, explained the majority of peat surface movements.