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Groundwater flow model

Massmann, J. W. (1989). Applying Groundwater Flow Models in Vapor Extraction System DesignJournal oJEnvironmental Engineering, 115(1), 129-149. [Pg.334]

Simulation of He transport in the basin coupled with a groundwater flow model allowed the estimation of hydraulic conductivities for the different aquifers and, consequently, the estimation of groundwater residence times. Average turnover times for different aquifers are highly variable, ranging from 8,700 yr for the shallowest aquifer (Ypresian) to 30 Myr for the deepest... [Pg.2726]

Castro M. C. and Goblet P. (2003) Calibration of regional groundwater flow models working toward a better understanding of site-specific systems. Water Resour. Res. 39 (6), 1172, doi 10.1029/2002WR001653. [Pg.2743]

Smellie J. A. T., Laaksoharju M., and Wikberg P. (1995) Aspo, SE Sweden a natural groundwater flow model derived from hydrogeochemical observations. J. Hydrol. 172, 147-169. [Pg.2830]

Arnold JG, Allen PM. A comprehensive surface-groundwater flow model. J Hydrol 1992 142 47-69. [Pg.647]

MODFLOW Groundwater MODFLOW is a three-dimensional finite-difference groundwater flow model. This model analyzes groundwater flow under various hydrologic conditions, including a combination of hydrgeologic layers and external stresses. [Pg.96]

Actually, we know that all modeling of natural processes, such as groundwater flow modeling, is inaccurate to some degree. The question really is whether the model results are useful, and more useful than not modeling at all, or modeling with methods that are known to be less accurate than other methods (such as the almost ubiquitous use of the Kd concept in reactive flow modeling). [Pg.16]

Because the model uses observational data as input and produces other data which also represent possible observations, it can be said to represent or mimic nature. For example, a groundwater flow model uses measured or assumed parameters (e.g., permeabilities and storage coefficients) as input, and produces calculated water velocities, which may or may not be measurable. Models of complex natural situations are thus not only abstractions, but simplified abstractions of nature. In an effort to mimic nature more and more closely, they become more and more complex, often incorporating other models to deal with specific aspects of the overall situation. Thus, for example, a model of water chemistry will probably include a model of activity coefficients (see 3.4.2). [Pg.19]

The actual calculations were performed using balance, an earlier inverse mass balance modeling code that is now superseded by netpath and phreeqc. Chapelle and Lovley (1990) then calculated the time interval in these segments from flow velocities calculated by a numerical groundwater flow model and the length of the flow path. The total CO2 production rate from oxidation of organic matter is... [Pg.197]

Keating, E.H., and Bahr, J.M., 1998. Using reactive solutes to constrain groundwater flow models at a site in northern Wisconsin. Water Resources Res. v. 34, no. 12, pp. 3561-3571. [Pg.268]

The data required for input into the groundwater flow models to predict the hydrodynamic flow velocity include the porosity of the soil, the water table, rainfall, reversible absorption/desorption phenomena, irreversible sorption, chemical reactions, and microbial degradation kinetics 37). Mixing with seawater, air, or steam may also be considered. Based on these models, estimates of leaching and pollutant distribution can be made many years into the future although significant amounts of computer time are usually required (57). [Pg.344]

AR295 Use of hydrogeochemical information in testing groundwater flow models. Radioactive Waste Management, Workshop proceedings, Borgholm, Sweden, 1-3 September 1997. [Pg.262]

In a nutshell Jacob s (1950) standard transient groundwater flow equation to be valid, a Lagrangian coordinate system must be invoked that is fixed within the deforming skeletal frame (Cooper, 1966). Such a coordinate system is inherently presumed within all standard groundwater-flow models, such as MODFLOW, that make use of the standard transient groundwater flow equation. Accordingly, it is also tacitly assumed by every user of all such models. [Pg.29]

Mukheijee, A., Fryar, A.E. Howell, P. (2007) Regional hydrostratigraphy and groundwater flow modeling of the arsenic contaminated aquifers of the western Bengal basin. West Bengal, India. Hydrogeology Journal, 15, 1397-1418. [Pg.71]

Fortney (49) applied the framework to a study with field data. He adopted MODFLOW 2000 (50, 51) as the groundwater flow model and incorporated the... [Pg.393]


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