In this paper, we are interested by the dissolution of NAPL (Non-Aqueous Phase Liquid) contaminants in heterogeneous soils or aquifers. The volume averaging technique is applied to 2D systems with Darcy-scale heteroge...In this paper, we are interested by the dissolution of NAPL (Non-Aqueous Phase Liquid) contaminants in heterogeneous soils or aquifers. The volume averaging technique is applied to 2D systems with Darcy-scale heterogeneities. A large-scale model is derived from a Darcy-scale dissolution model in the case of small and large Damkholer numbers, i.e., for smooth or sharp dissolution fronts. The resulting models in both cases have the mathematical structure of a non-equilibrium dissolution model. It is shown how to calculate the resulting mass exchange and relative permeability terms from the Darcy-scale heterogeneities and other fluid properties. One of the important finding is that the obtained values have a very different behavior compared to the Darcy-scale usual correlations. The large scale correlations are also very different between the two limit cases. The resulting large-scale models are compared favorably to Darcy-scale direct simulations.展开更多
The salt intrusion phenomenon is caused by </span><u><span style="font-family:Verdana;">overexploitation</span></u><span style="font-family:Verdana;"> of aquifer...The salt intrusion phenomenon is caused by </span><u><span style="font-family:Verdana;">overexploitation</span></u><span style="font-family:Verdana;"> of aquifers in coastal areas. This physical phenomenon has been the subject of numerous </span><span style="font-family:Verdana;">studies and numerous methods have been proposed, with the aim of protecting the quality of the water in these aquifers. This work proposes a two-dimensional</span><span style="font-family:Verdana;"> saline intrusion model using the sharp interface approach and the level set method. It consists of a parabolic equation modeling the underground flow and a hyperbolic Equation (the level set equation) which makes it possible to track the evolution of the interface. High</span></span></span><span style="font-family:Verdana;"><span style="font-family:Verdana;"><span style="font-family:Verdana;">-</span></span></span><span><span><span style="font-family:""><span style="font-family:Verdana;">order numerical schemes such as the space scheme </span><u><span style="font-family:Verdana;">WENO5</span></u><span style="font-family:Verdana;"> and the third</span></span></span></span><span style="font-family:Verdana;"><span style="font-family:Verdana;"><span style="font-family:Verdana;">-</span></span></span><span><span><span style="font-family:""><span style="font-family:Verdana;">order time scheme </span><u><span style="font-family:Verdana;">TVD</span></u><span style="font-family:Verdana;">-</span><u><span style="font-family:Verdana;">RK</span></u><span style="font-family:Verdana;"> were used for the numerical resolution of the hyperbolic equation. To limit the tightening of the contour curves of the level set function, the </span><u><span style="font-family:Verdana;">redistanciation</span></u><span style="font-family:Verdana;"> or </span><u><span style="font-family:Verdana;">reinitialization</span></u><span style="font-family:Verdana;"> algorithm proposed by </span><u><span style="font-family:Verdana;">Sussma </span><i><span style="font-family:Verdana;">et al.</span></i></u><span style="font-family:Verdana;"> (1994) was used. To ensure the effectiveness and reliability of the proposed method, two tests relating to the standard Henry problem and the modified Henry problem were performed. Recall that Henry’s problem uses the variable density modeling approach in a confined and homogeneous aquifer. By comparing the results obtained by the level set method with </span><u><span style="font-family:Verdana;">reinitialization</span></u><span style="font-family:Verdana;"> (</span><u><span style="font-family:Verdana;">LSMR</span></u><span style="font-family:Verdana;">) and those obtained by Henry (1964), and by Simpson and Clement (2004), we see in the two test cases that the level set method reproduces well the toe, the tip and the </span><u><span style="font-family:Verdana;">behaviour</span></u><span style="font-family:Verdana;"> of the interface. These results correspond to the results obtained by </span><u><span style="font-family:Verdana;">Abarca</span></u><span style="font-family:Verdana;"> for Henry’s problem with constant dispersion coefficients. The results obtained with </span><u><span style="font-family:Verdana;">LSMR</span></u><span style="font-family:Verdana;">, reproduced the interface with a slight spacing compared to those obtained by Henry. According to </span><u><span style="font-family:Verdana;">Abarca</span></u><span style="font-family:Verdana;"> (2006), this spacing is due to the absence of the longitudinal and </span><u><span style="font-family:Verdana;">transversal</span></u><span style="font-family:Verdana;"> dispersion coefficients in the model.展开更多
This study made it possible to determine by the application of thermodynamics in finished time, the points of instruction necessary to the development of a regulation system for the rationalization of the power consum...This study made it possible to determine by the application of thermodynamics in finished time, the points of instruction necessary to the development of a regulation system for the rationalization of the power consumption in a cold store. These points were obtained by determining the optimal variations of temperature as well to the condenser and the evaporator corresponding to the minimum capacity absorptive by the compressor for a maximum COP.展开更多
文摘In this paper, we are interested by the dissolution of NAPL (Non-Aqueous Phase Liquid) contaminants in heterogeneous soils or aquifers. The volume averaging technique is applied to 2D systems with Darcy-scale heterogeneities. A large-scale model is derived from a Darcy-scale dissolution model in the case of small and large Damkholer numbers, i.e., for smooth or sharp dissolution fronts. The resulting models in both cases have the mathematical structure of a non-equilibrium dissolution model. It is shown how to calculate the resulting mass exchange and relative permeability terms from the Darcy-scale heterogeneities and other fluid properties. One of the important finding is that the obtained values have a very different behavior compared to the Darcy-scale usual correlations. The large scale correlations are also very different between the two limit cases. The resulting large-scale models are compared favorably to Darcy-scale direct simulations.
文摘The salt intrusion phenomenon is caused by </span><u><span style="font-family:Verdana;">overexploitation</span></u><span style="font-family:Verdana;"> of aquifers in coastal areas. This physical phenomenon has been the subject of numerous </span><span style="font-family:Verdana;">studies and numerous methods have been proposed, with the aim of protecting the quality of the water in these aquifers. This work proposes a two-dimensional</span><span style="font-family:Verdana;"> saline intrusion model using the sharp interface approach and the level set method. It consists of a parabolic equation modeling the underground flow and a hyperbolic Equation (the level set equation) which makes it possible to track the evolution of the interface. High</span></span></span><span style="font-family:Verdana;"><span style="font-family:Verdana;"><span style="font-family:Verdana;">-</span></span></span><span><span><span style="font-family:""><span style="font-family:Verdana;">order numerical schemes such as the space scheme </span><u><span style="font-family:Verdana;">WENO5</span></u><span style="font-family:Verdana;"> and the third</span></span></span></span><span style="font-family:Verdana;"><span style="font-family:Verdana;"><span style="font-family:Verdana;">-</span></span></span><span><span><span style="font-family:""><span style="font-family:Verdana;">order time scheme </span><u><span style="font-family:Verdana;">TVD</span></u><span style="font-family:Verdana;">-</span><u><span style="font-family:Verdana;">RK</span></u><span style="font-family:Verdana;"> were used for the numerical resolution of the hyperbolic equation. To limit the tightening of the contour curves of the level set function, the </span><u><span style="font-family:Verdana;">redistanciation</span></u><span style="font-family:Verdana;"> or </span><u><span style="font-family:Verdana;">reinitialization</span></u><span style="font-family:Verdana;"> algorithm proposed by </span><u><span style="font-family:Verdana;">Sussma </span><i><span style="font-family:Verdana;">et al.</span></i></u><span style="font-family:Verdana;"> (1994) was used. To ensure the effectiveness and reliability of the proposed method, two tests relating to the standard Henry problem and the modified Henry problem were performed. Recall that Henry’s problem uses the variable density modeling approach in a confined and homogeneous aquifer. By comparing the results obtained by the level set method with </span><u><span style="font-family:Verdana;">reinitialization</span></u><span style="font-family:Verdana;"> (</span><u><span style="font-family:Verdana;">LSMR</span></u><span style="font-family:Verdana;">) and those obtained by Henry (1964), and by Simpson and Clement (2004), we see in the two test cases that the level set method reproduces well the toe, the tip and the </span><u><span style="font-family:Verdana;">behaviour</span></u><span style="font-family:Verdana;"> of the interface. These results correspond to the results obtained by </span><u><span style="font-family:Verdana;">Abarca</span></u><span style="font-family:Verdana;"> for Henry’s problem with constant dispersion coefficients. The results obtained with </span><u><span style="font-family:Verdana;">LSMR</span></u><span style="font-family:Verdana;">, reproduced the interface with a slight spacing compared to those obtained by Henry. According to </span><u><span style="font-family:Verdana;">Abarca</span></u><span style="font-family:Verdana;"> (2006), this spacing is due to the absence of the longitudinal and </span><u><span style="font-family:Verdana;">transversal</span></u><span style="font-family:Verdana;"> dispersion coefficients in the model.
文摘This study made it possible to determine by the application of thermodynamics in finished time, the points of instruction necessary to the development of a regulation system for the rationalization of the power consumption in a cold store. These points were obtained by determining the optimal variations of temperature as well to the condenser and the evaporator corresponding to the minimum capacity absorptive by the compressor for a maximum COP.