The City of Regina Fleet Street landfill, north-east of Regina, Saskatchewan, is approaching its maximum capacity after a 47-year operating life and plans are now being made for its closure. As part of closure planning work, four test plots encompassing two different cover designs (a capillary break cover and a store-and-release cover) were constructed on the landfill in the summer of 2004. One cover of each design was constructed on both the north facing and the south facing slopes.<p> The overall objective of this thesis is to evaluate the preliminary performance of the four test plots on the City of Regina landfill with regards to net percolation, gas flux, water balance and vegetation. To meet this overall objective three specific objectives were developed as follows:<p> Evaluate the performance and integrity of the monitoring scheme. <p> Characterize the properties of the soil covers on the four test plots. <p> Develop a preliminary water balance using the monitoring field data. <p> A field instrumentation program was carried out which included detailed monitoring of gas composition, volumetric water content, matric suction and temperature within the cover profile as well as measurements of interflow, runoff and site-specific meteorology. Generally, the instrumentation performed well with the exception of the tipping bucket which did not accurately measure precipitation.<p> Evaluation of the covers revealed that the slope aspect exerts greater influence over the water balance than that exerted by cover design itself. The south test plots were drier than the north, experienced more net radiation, and generally had more abundant vegetation. A water balance was conducted for each test plot at the upper, mid and lower slope. It is clear that a capillary break was not maintained on the north slope for the entire monitoring period and the percolation from the store-and-release cover was less than that of the capillary break cover. The south test plots were very dry and net percolation was nearly the same for both test plots. Therefore, it is believed that the store-and-release covers are performing better than the capillary break covers.

The City of Regina Fleet Street landfill, north-east of Regina, Saskatchewan, is approaching its maximum capacity after a 47-year operating life and plans are now being made for its closure. As part of closure planning work, four test plots encompassing two different cover designs (a capillary break cover and a store-and-release cover) were constructed on the landfill in the summer of 2004. One cover of each design was constructed on both the north facing and the south facing slopes.<p> The overall objective of this thesis is to evaluate the preliminary performance of the four test plots on the City of Regina landfill with regards to net percolation, gas flux, water balance and vegetation. To meet this overall objective three specific objectives were developed as follows:<p> Evaluate the performance and integrity of the monitoring scheme. <p> Characterize the properties of the soil covers on the four test plots. <p> Develop a preliminary water balance using the monitoring field data. <p> A field instrumentation program was carried out which included detailed monitoring of gas composition, volumetric water content, matric suction and temperature within the cover profile as well as measurements of interflow, runoff and site-specific meteorology. Generally, the instrumentation performed well with the exception of the tipping bucket which did not accurately measure precipitation.<p> Evaluation of the covers revealed that the slope aspect exerts greater influence over the water balance than that exerted by cover design itself. The south test plots were drier than the north, experienced more net radiation, and generally had more abundant vegetation. A water balance was conducted for each test plot at the upper, mid and lower slope. It is clear that a capillary break was not maintained on the north slope for the entire monitoring period and the percolation from the store-and-release cover was less than that of the capillary break cover. The south test plots were very dry and net percolation was nearly the same for both test plots. Therefore, it is believed that the store-and-release covers are performing better than the capillary break covers.

This thesis discusses the field testing of a newly-developed product, a geosynthetic capillary break (GCB). The GCB was developed for use in engineered soil covers when a cover incorporating a capillary break effect would be desirable, but the coarse-grained material (gravel or sand) is unavailable or uneconomical. Engineered soil covers aim to reduce the amount of acid generated from sulphide bearing waste by limiting the ingress of water and/or oxygen. The GCB is a geosynthetic system that is composed of a finely ground rock flour sandwiched between two nonwoven geotextiles and manufactured as a composite layer by needle punching in a process similar to the used for GCL (geosynthetic clay liner). The goal of the GCB is to recreate the capillary break that is achieved with soil layers using a geosynthetic product that is only a few centimetres thick and that can be rolled up and for transportation, The GCB concept has been demonstrated in a previous study (Park, 2005) based on laboratory column studies and computer modelling. The goal of this project was to determine the effectiveness of the GCB when applied at field scale. Four 25 square test plots were constructed at the tailings management area (TMA) of the HudBay Minerals Inc.(HudBay) mine site located near Flin Flon, MB. One plot contained 1 m of cover soil over top of the GCB (Plot A), one contained only 1 m of cover soil (Plot B), one contained 0.3 m of cover soil over top the GCB (Plot C), and one consisted of a conventional capillary break system with 1 m of cover soil over lying 0.2 m of sand. All of the plots, along with a control plot with no cover, were instrumented with water content sensors and gas sampling ports to monitor the movement of water and oxygen through the various covers. Matric suction sensors were also installed in Plots A and B to measure the water suction within the covers. A meteorological station was installed to gather climatic data which was used to develop a water balance for each of the plots. The plots were constructed and instrumented in the fall of 2005. Data was collected and analyzed until spring of 2007. Data from the water content sensors show that the GCB was effective in increasing the water content in the soil portion of the cover system. The suction sensors show that the suction across the GCB drops significantly (40 kPa versus less than 1 kPa) as compared to plots which contain no GCB. Data from the gas concentration sensors show that the plots containing capillary breaks reduce the oxygen flux into the tailings. The plots containing the GCB (Plots A and C) resulted in the lowest flux rates, followed by the sand capillary break (Plot D )and no capillary break (Plot B), respectively. This reduction in oxygen flux will reduce the amount of acid generated from waste, as oxygen is required for the creation of acid mine drainage. Overall the study demonstrated that at field scale that the GCB is effective in limiting the ingress of water and oxygen into the tailings under the observed conditions and the manufactured GCB is comparable to the performance of the previous hand constructed column tests.

One of the major issues in the successful decommissioning of any waste disposal system is to mitigate the spread of contaminants into the surrounding environment. In many instances this is achieved by reducing amounts of net percolation and/or oxygen diffusion into the underlying waste. An engineered cover system incorporating a capillary break is a common solution to this problem. However, traditional soil capillary breaks can often be impractical for large facilities where desirable construction materials are not readily available. The primary objective of this research is to show the initial steps in the development of a new type of geosynthetic product, namely a geosynthetic capillary break (GCB). This new product, composed of a nonwoven geotextile coupled with a fine-grained rock flour, will function similar to, and has the possibility of replacing traditional, soil capillary breaks in many applications. The specific objectives of this research are to: i) determine the pertinent material parameters of the materials used to evaluate the GCB; ii) examine one-dimensional column testing of a typical engineered soil cover system incorporating the GCB; and iii) model the cover systems to better understand current performance and predict long-term performance of the GCB. The GCB was evaluated based on the objectives outlined above. The material characterization consisted of the selection of suitable materials for the GCB, as well as the determination of their unsaturated properties. The results indicate that a geotextile-rock flour combination will develop a capillary break within an engineered cover. The one-dimensional column tests evaluated four cover systems. Soil thicknesses of 30 and 60 cm were utilized, with one column of each cover thickness incorporating the GCB. The columns were tested under both high evaporative fluxes and high infiltration rates over the course of 111 days. The measured results show that there is less moisture movement in columns that incorporate the GCB. A coupled soil-atmospheric finite element model was then used to develop a predictive model for the cover systems. The model was calibrated to the measured results from the column testing to ensure consistency. The parameters obtained from this model were used to evaluate an engineered cover system incorporating the GCB for a minesite in Flin Flon, MB. The results from the predictive modeling show that moisture infiltration is reduced approximately 80% when comparing columns with the same cover thickness. Oxygen diffusion is also reduced by 20 to 25% with the inclusion of the GCB.

One of the major issues in the successful decommissioning of any waste disposal system is to mitigate the spread of contaminants into the surrounding environment. In many instances this is achieved by reducing amounts of net percolation and/or oxygen diffusion into the underlying waste. An engineered cover system incorporating a capillary break is a common solution to this problem. However, traditional soil capillary breaks can often be impractical for large facilities where desirable construction materials are not readily available. The primary objective of this research is to show the initial steps in the development of a new type of geosynthetic product, namely a geosynthetic capillary break (GCB). This new product, composed of a nonwoven geotextile coupled with a fine-grained rock flour, will function similar to, and has the possibility of replacing traditional, soil capillary breaks in many applications. The specific objectives of this research are to: i) determine the pertinent material parameters of the materials used to evaluate the GCB; ii) examine one-dimensional column testing of a typical engineered soil cover system incorporating the GCB; and iii) model the cover systems to better understand current performance and predict long-term performance of the GCB. The GCB was evaluated based on the objectives outlined above. The material characterization consisted of the selection of suitable materials for the GCB, as well as the determination of their unsaturated properties. The results indicate that a geotextile-rock flour combination will develop a capillary break within an engineered cover. The one-dimensional column tests evaluated four cover systems. Soil thicknesses of 30 and 60 cm were utilized, with one column of each cover thickness incorporating the GCB. The columns were tested under both high evaporative fluxes and high infiltration rates over the course of 111 days. The measured results show that there is less moisture movement in columns that incorporate the GCB. A coupled soil-atmospheric finite element model was then used to develop a predictive model for the cover systems. The model was calibrated to the measured results from the column testing to ensure consistency. The parameters obtained from this model were used to evaluate an engineered cover system incorporating the GCB for a minesite in Flin Flon, MB. The results from the predictive modeling show that moisture infiltration is reduced approximately 80% when comparing columns with the same cover thickness. Oxygen diffusion is also reduced by 20 to 25% with the inclusion of the GCB.

This thesis discusses the field testing of a newly-developed product, a geosynthetic capillary break (GCB). The GCB was developed for use in engineered soil covers when a cover incorporating a capillary break effect would be desirable, but the coarse-grained material (gravel or sand) is unavailable or uneconomical. Engineered soil covers aim to reduce the amount of acid generated from sulphide bearing waste by limiting the ingress of water and/or oxygen. The GCB is a geosynthetic system that is composed of a finely ground rock flour sandwiched between two nonwoven geotextiles and manufactured as a composite layer by needle punching in a process similar to the used for GCL (geosynthetic clay liner). The goal of the GCB is to recreate the capillary break that is achieved with soil layers using a geosynthetic product that is only a few centimetres thick and that can be rolled up and for transportation, The GCB concept has been demonstrated in a previous study (Park, 2005) based on laboratory column studies and computer modelling. The goal of this project was to determine the effectiveness of the GCB when applied at field scale. Four 25 square test plots were constructed at the tailings management area (TMA) of the HudBay Minerals Inc.(HudBay) mine site located near Flin Flon, MB. One plot contained 1 m of cover soil over top of the GCB (Plot A), one contained only 1 m of cover soil (Plot B), one contained 0.3 m of cover soil over top the GCB (Plot C), and one consisted of a conventional capillary break system with 1 m of cover soil over lying 0.2 m of sand. All of the plots, along with a control plot with no cover, were instrumented with water content sensors and gas sampling ports to monitor the movement of water and oxygen through the various covers. Matric suction sensors were also installed in Plots A and B to measure the water suction within the covers. A meteorological station was installed to gather climatic data which was used to develop a water balance for each of the plots. The plots were constructed and instrumented in the fall of 2005. Data was collected and analyzed until spring of 2007. Data from the water content sensors show that the GCB was effective in increasing the water content in the soil portion of the cover system. The suction sensors show that the suction across the GCB drops significantly (40 kPa versus less than 1 kPa) as compared to plots which contain no GCB. Data from the gas concentration sensors show that the plots containing capillary breaks reduce the oxygen flux into the tailings. The plots containing the GCB (Plots A and C) resulted in the lowest flux rates, followed by the sand capillary break (Plot D )and no capillary break (Plot B), respectively. This reduction in oxygen flux will reduce the amount of acid generated from waste, as oxygen is required for the creation of acid mine drainage. Overall the study demonstrated that at field scale that the GCB is effective in limiting the ingress of water and oxygen into the tailings under the observed conditions and the manufactured GCB is comparable to the performance of the previous hand constructed column tests.

In order to reduce nutrient losses and soil erosion in the United States Upper Midwest following soybean [Glycine max (L.) Merr.], cover crops can be intersown into standing soybean. The objective of this study was to determine the establishment of intersown cover crops and their impacts on a soybean-wheat (Triticum aestivum L.) rotation. Four cover crops, winter camelina [Camelina sativa (L.) Crantz], winter pea [Pisum sativum ssp. arvense (L.) Poir], winter rye (Secale cereale L.), and radish (Raphanus sativus L.), were directly sown into the ground at the R4 and R6 stages of soybean at two locations, Prosper and Fargo, ND in 2016-2018. Results indicated intersowing cover crops have no impact on soybean yield, can produce above ground biomass which ranged from 0.44 to 3.04 Mg ha-1, and show potential to mitigate soil nitrate losses in areas that grow soybean as a cash crop.

A cana-de-açúcar tornou-se a cultura com maior expansão nos últimos anos no estado de São Paulo, tendência que deve continuar, considerando sua importância como matéria prima para a produção de açúcar e etanol. Essa expansão acontece principalmente sobre áreas que eram ocupadas por pastagens. Pelas atividades necessárias para o estabelecimento da cultura de cana-de-açúcar, é esperado um aumento da erosão de solos e uma alteração no balanço hídrico. Com esses antecedentes, objetivou-se quantificar experimentalmente o impacto na erosão dos solos e a modificação do balanço hídrico no primeiro metro de solo, causado pela substituição de pastagem por cana-de-açúcar. Foram construídas parcelas de escoamento (20 x 5 \'M POT.2\') sob pastagem e sob plantio novo de cana-de-açúcar (três repetições cada) em uma fazenda com solo do tipo Neossolo Quartzarênico no município de Itirapina-SP. Foi instalada uma estação meteorológica para medir a precipitação e a umidade do solo a 30, 60 e 90 cm de profundidade, e para coletar os parâmetros necessários para calcular a evapotranspiração pelo método de Penman-Monteith. Calhas foram instaladas ao nível do solo para quantificar a interceptação do dossel de cana-de-açúcar. O balanço hídrico para ambos os cultivos foi determinado em escala diária. Após cada evento de precipitação, foi quantificada a perda de solos e o escoamento superficial Durante o primeiro ano, a perda de solo sob pastagem foi de 0,26 Mg/ha.ano (adicionalmente, 0,32 Mg/ha foram coletados devido à perturbação do solo para implantação do experimento), enquanto cana-de-açúcar produziu 2,58 Mg/ha.ano. No segundo período chuvoso, a perda de solo sob pastagem diminui para 0,04 Mg/ha, e sob cana-de-açúcar registrou 0,47 Mg/ha. Estes resultados indicam que a substituição de pastagem por cana-de-açúcar aumentou a produção de sedimentos durante o primeiro ano em 2,32 Mg/ha; no segundo período, com o uso da cobertura de palha no solo sob cana-de-açúcar, o aumento foi de 0,43 Mg/ha. Depois de quatro meses de crescimento, o dossel da cana-de-açúcar intercepta 40% da precipitação. O escoamento superficial no primeiro ano foi de 56,1 mm, e diminuiu para 11,8 mm no segundo período por efeito da palha na superfície do solo. Nos mesmos períodos, o escoamento superficial na pastagem foi de 40,5 mm e 30,4 mm, respectivamente. Apesar da menor infiltração sob cana-de-açúcar, o solo apresenta maior umidade devido ao gradeamento que aumenta a porosidade, e portanto, a capacidade de armazenamento de água no solo. A percolação sob cana-de açúcar é menor que sob pastagem devido à maior evapotranspiração da cultura. / Sugarcane became the culture with the highest expansion in recent years in the state of São Paulo. This trend will continue considering its importance as raw material for the production of sugar and ethanol. The expansion occurs primarily on areas that are currently occupied by pastures, causing impacts on soil and water. Due to the necessary activities for the establishment of the sugarcane culture, a soil erosion increase and a water balance change are expected. With this background, the objective of this work was to experimentally quantify the change in soil erosion and modification of water balance in the first meter of soil caused by the substitution of pasture by sugarcane. Runoff plots were constructed (20 x 5 \'M POT.2\') under pasture and new sugarcane planting (three replicates each) on a farm with Quartzarenic Neosol (Typic Quartzipsamments) soil in the municipality of Itirapina-SP. A weather station to measure rainfall and soil moisture at 30, 60 and 90 cm depth, and to collect the necessary parameters to calculate the evapotranspiration by Penman-Monteith method was installed. Gutters were installed at ground level to quantify the interception of the sugarcane canopy. After every precipitation event the soil loss and the drainage were quantified, and the daily water balance was determined for both soil uses. During the first year, the pasture had a soil loss of 0.26 Mg/ha.yr (additional 0.32 Mg/ha.yr were collected due to the disturbance of the soil during experiment installation), while sugarcane produced 2.58 Mg/ha.yr. In the second rainy season, the losses under pasture decreased to 0.04 Mg/ha and sugarcane recorded 0.47 Mg/ha. These results indicate that the replacement of pasture by sugarcane increased the sediment production during the first year by 2.32 Mg/ha in the second period, covering the soil under sugarcane with straw, the difference decreased to 0.43 Mg/ha. After four months of growth, the sugarcane canopy intercepts 40% of the precipitation. The runoff in the first year was 56.1 mm, decreasing to 11.8 mm in the second period, due to the presence of straw on the soil surface. In the same periods, runoff under pasture was 40.5 mm and 30.4 mm, respectively. Although there is less infiltration under sugar cane, the soil presents higher moisture due to the porosity increase by grating. The percolation under sugarcane is lower than in pasture due to a higher crop evapotranspiration.

A cana-de-açúcar tornou-se a cultura com maior expansão nos últimos anos no estado de São Paulo, tendência que deve continuar, considerando sua importância como matéria prima para a produção de açúcar e etanol. Essa expansão acontece principalmente sobre áreas que eram ocupadas por pastagens. Pelas atividades necessárias para o estabelecimento da cultura de cana-de-açúcar, é esperado um aumento da erosão de solos e uma alteração no balanço hídrico. Com esses antecedentes, objetivou-se quantificar experimentalmente o impacto na erosão dos solos e a modificação do balanço hídrico no primeiro metro de solo, causado pela substituição de pastagem por cana-de-açúcar. Foram construídas parcelas de escoamento (20 x 5 \'M POT.2\') sob pastagem e sob plantio novo de cana-de-açúcar (três repetições cada) em uma fazenda com solo do tipo Neossolo Quartzarênico no município de Itirapina-SP. Foi instalada uma estação meteorológica para medir a precipitação e a umidade do solo a 30, 60 e 90 cm de profundidade, e para coletar os parâmetros necessários para calcular a evapotranspiração pelo método de Penman-Monteith. Calhas foram instaladas ao nível do solo para quantificar a interceptação do dossel de cana-de-açúcar. O balanço hídrico para ambos os cultivos foi determinado em escala diária. Após cada evento de precipitação, foi quantificada a perda de solos e o escoamento superficial Durante o primeiro ano, a perda de solo sob pastagem foi de 0,26 Mg/ha.ano (adicionalmente, 0,32 Mg/ha foram coletados devido à perturbação do solo para implantação do experimento), enquanto cana-de-açúcar produziu 2,58 Mg/ha.ano. No segundo período chuvoso, a perda de solo sob pastagem diminui para 0,04 Mg/ha, e sob cana-de-açúcar registrou 0,47 Mg/ha. Estes resultados indicam que a substituição de pastagem por cana-de-açúcar aumentou a produção de sedimentos durante o primeiro ano em 2,32 Mg/ha; no segundo período, com o uso da cobertura de palha no solo sob cana-de-açúcar, o aumento foi de 0,43 Mg/ha. Depois de quatro meses de crescimento, o dossel da cana-de-açúcar intercepta 40% da precipitação. O escoamento superficial no primeiro ano foi de 56,1 mm, e diminuiu para 11,8 mm no segundo período por efeito da palha na superfície do solo. Nos mesmos períodos, o escoamento superficial na pastagem foi de 40,5 mm e 30,4 mm, respectivamente. Apesar da menor infiltração sob cana-de-açúcar, o solo apresenta maior umidade devido ao gradeamento que aumenta a porosidade, e portanto, a capacidade de armazenamento de água no solo. A percolação sob cana-de açúcar é menor que sob pastagem devido à maior evapotranspiração da cultura. / Sugarcane became the culture with the highest expansion in recent years in the state of São Paulo. This trend will continue considering its importance as raw material for the production of sugar and ethanol. The expansion occurs primarily on areas that are currently occupied by pastures, causing impacts on soil and water. Due to the necessary activities for the establishment of the sugarcane culture, a soil erosion increase and a water balance change are expected. With this background, the objective of this work was to experimentally quantify the change in soil erosion and modification of water balance in the first meter of soil caused by the substitution of pasture by sugarcane. Runoff plots were constructed (20 x 5 \'M POT.2\') under pasture and new sugarcane planting (three replicates each) on a farm with Quartzarenic Neosol (Typic Quartzipsamments) soil in the municipality of Itirapina-SP. A weather station to measure rainfall and soil moisture at 30, 60 and 90 cm depth, and to collect the necessary parameters to calculate the evapotranspiration by Penman-Monteith method was installed. Gutters were installed at ground level to quantify the interception of the sugarcane canopy. After every precipitation event the soil loss and the drainage were quantified, and the daily water balance was determined for both soil uses. During the first year, the pasture had a soil loss of 0.26 Mg/ha.yr (additional 0.32 Mg/ha.yr were collected due to the disturbance of the soil during experiment installation), while sugarcane produced 2.58 Mg/ha.yr. In the second rainy season, the losses under pasture decreased to 0.04 Mg/ha and sugarcane recorded 0.47 Mg/ha. These results indicate that the replacement of pasture by sugarcane increased the sediment production during the first year by 2.32 Mg/ha in the second period, covering the soil under sugarcane with straw, the difference decreased to 0.43 Mg/ha. After four months of growth, the sugarcane canopy intercepts 40% of the precipitation. The runoff in the first year was 56.1 mm, decreasing to 11.8 mm in the second period, due to the presence of straw on the soil surface. In the same periods, runoff under pasture was 40.5 mm and 30.4 mm, respectively. Although there is less infiltration under sugar cane, the soil presents higher moisture due to the porosity increase by grating. The percolation under sugarcane is lower than in pasture due to a higher crop evapotranspiration.

Mining operations lead to considerable land disturbance and accumulation of large amounts of waste rock that may contain elevated concentrations of hazardous substances. Without proper capping, they may have considerable negative environmental impact on different spheres of the Earth. Capping of waste rock with a soil cover re-creates the water and nutrient regimes required for the growth of native plants and returns biological productivity and biodiversity of the land to a condition similar to that existing before site disturbance. In many cases the area of disturbance is composed of coarse-textured materials with low water retention properties, which are not desirable in semi-arid zones. This study was conducted to determine (1) whether a considerable increase of water storage is possible after separation of coarse-textured soil into size fractions and layering them in such a way that the finer fraction overlies the coarser fraction; and (2) whether such soil covers are susceptible to preferential flow under various initial and boundary conditions and what influence this type of flow has on residence time. Four types of soil covers were constructed in chambers: homogeneous covers composed of natural sand, two-layered covers with abrupt and gradual interlayer transitions, and four layered soil covers with abrupt transitions. Soil water storage was measured at field capacity (FC). Soil covers were tested under two types of lower boundary conditions: gravel layer and -25-cm matric potential. Flow stability was assessed during intermittent and constant ponded infiltrations. Water storage capacities (WSCs) for soil covers with -25-cm matric potential at the bottom of a cover were additionally simulated in HYDRUS-1D. Water storage capacities increased with the number of layers under both lower boundary conditions. Two-layered covers with a transition layer had slightly lower water storage than the same cover without the transition, due to a decreased hydraulic contrast at the layer interface. Simulated WSCs under -25-cm matric potential at the bottom were in satisfactory agreement with measured WSCs. The wetting front was stable in the homogeneous cover under both initially dry and FC conditions and in the two-layered cover with a gradual transition under initially dry water content during intermittent ponded infiltration. Unstable flow was observed only in the two-layered soil cover under both initial water contents. Other covers were partially unstable under initially air-dry and FC conditions. Generally, the wetting front was more diffuse at FC. Flow in all covers was stable under constant ponded infiltration. The residence time of water increased with the increase in the number of layers under both types of infiltration. Results of the study show that WSC and residence time do increase with increasing number of layers in soil covers, where layers are composed of different fractions of coarse-textured soil. In addition, tested soil covers have shown limited susceptibility to preferential flow even when layered into finer-over-coarser soil systems.