Abstract:This manuscript was handled by P. Baveye, Editor-in-ChiefKeywords: Groundwater Karst Parameter estimation Inverse modeling Groundwater age s u m m a r y Convolution modeling is useful for investigating the temporal distribution of groundwater age based on environmental tracers. The framework of a quasi-transient convolution model that is applicable to twodomain flow in karst aquifers is presented. The model was designed to provide an acceptable level of statistical confidence in parameter estimates when only c… Show more
“…It is only applicable for a few cases, typically for homogeneous confined aquifers with possibly varying thickness (Etcheverry, 2001), aquitards where mass transfer with the surroundings compartments can be neglected (Bethke and Johnson, 2002;Castro et al, 1998), highly localized samplings close to the system inlet (Leray et al, 2012;Marçais et al, 2015), or fractured and karst systems (Bockgård et al, 2004;Burton et al, 2002;Knowles et al, 2010;Long and Putnam, 2006;Long and Putnam, 2009). …”
Section: Stream Tubesmentioning
confidence: 99%
“…Systems presented in section 3 -and more generally, any system whose flow paths are analytically described -can be plugged together to generate composite RTDs. Examples of linear combinations include the exponential and dispersion models (Stolp et al, 2010), exponential and shape-free models (Goderniaux et al, 2013), two piston flow models (Eberts et al, 2012), exponential and piston-flow models (Eberts et al, 2012;Solomon et al, 2010), two exponential-piston-flow models (Green et al, 2014), and multiple dispersion models (Engdahl and Maxwell, 2014;Long and Putnam, 2009;McCallum et al, 2014).…”
This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain.Steady-state analytical RTDs contaminant transport, and ecosystem preservation. Analytical solutions are often adopted as a model of the RTD and a broad spectrum of models from many disciplines has been applied. Although these solutions are typically reduced in dimensionality and limited in complexity, their ease of use makes them preferred tools, specifically for the interpretation of tracer data. Our review begins with the mechanistic basis for the governing equations, highlighting the physics for generating a RTD, and a catalog of analytical solutions follows. This catalog explains the geometry, boundary conditions and physical aspects of the hydrologic systems, as well as the sampling conditions, that altogether give rise to specific RTDs. The similarities between models are noted, as are the appropriate conditions for their applicability. The presentation of simple solutions is followed by a presentation of more complicated analytical models for RTDs, including serial and parallel combinations, lagged systems, and non-Fickian models. The conditions for the appropriate use of analytical solutions are discussed, and we close with some thoughts on potential applications, alternative approaches, and future directions for modeling hydrologic residence time.
“…It is only applicable for a few cases, typically for homogeneous confined aquifers with possibly varying thickness (Etcheverry, 2001), aquitards where mass transfer with the surroundings compartments can be neglected (Bethke and Johnson, 2002;Castro et al, 1998), highly localized samplings close to the system inlet (Leray et al, 2012;Marçais et al, 2015), or fractured and karst systems (Bockgård et al, 2004;Burton et al, 2002;Knowles et al, 2010;Long and Putnam, 2006;Long and Putnam, 2009). …”
Section: Stream Tubesmentioning
confidence: 99%
“…Systems presented in section 3 -and more generally, any system whose flow paths are analytically described -can be plugged together to generate composite RTDs. Examples of linear combinations include the exponential and dispersion models (Stolp et al, 2010), exponential and shape-free models (Goderniaux et al, 2013), two piston flow models (Eberts et al, 2012), exponential and piston-flow models (Eberts et al, 2012;Solomon et al, 2010), two exponential-piston-flow models (Green et al, 2014), and multiple dispersion models (Engdahl and Maxwell, 2014;Long and Putnam, 2009;McCallum et al, 2014).…”
This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain.Steady-state analytical RTDs contaminant transport, and ecosystem preservation. Analytical solutions are often adopted as a model of the RTD and a broad spectrum of models from many disciplines has been applied. Although these solutions are typically reduced in dimensionality and limited in complexity, their ease of use makes them preferred tools, specifically for the interpretation of tracer data. Our review begins with the mechanistic basis for the governing equations, highlighting the physics for generating a RTD, and a catalog of analytical solutions follows. This catalog explains the geometry, boundary conditions and physical aspects of the hydrologic systems, as well as the sampling conditions, that altogether give rise to specific RTDs. The similarities between models are noted, as are the appropriate conditions for their applicability. The presentation of simple solutions is followed by a presentation of more complicated analytical models for RTDs, including serial and parallel combinations, lagged systems, and non-Fickian models. The conditions for the appropriate use of analytical solutions are discussed, and we close with some thoughts on potential applications, alternative approaches, and future directions for modeling hydrologic residence time.
“…Lumped parameter models (LPMs) have been effectively used for estimating groundwater MRT in many natural systems, particularly in karst aquifers (Mangin, 1994;Zuber et al, 2004;Olsthoorn, 2008;Long and Putnam, 2009). Although these models are simple and represent ideal systems, they require less data than more complex methods.…”
Section: Tritium ( 3 H) Contents Analysis and Mean Residence Time (Mrmentioning
• Examine high nitrate contents in the coastal carbonate aquifer of northeast China • Estimate renewal rates and mean residence times of groundwater in coastal aquifers • Evaluate the relation between groundwater age distribution and nitrate transport • Propose potential pollution patterns of nitrate distribution in the coastal aquifer • Identify anthropogenic input mainly responsible for increasing groundwater salinity a b s t r a c t a r t i c l e i n f o H and CFCs methods were applied to provide a better understanding of the relationship between the distribution of groundwater mean residence time (MRT) and nitrate transport, and to identify sources of nitrate concentrations in the complex coastal aquifer systems. There is a relatively narrow range of isotopic composition (ranging from − 8.5 to − 7.0‰) in most groundwater. Generally higher tritium contents observed in the wet season relative to the dry season may result from rapid groundwater circulation in response to the rainfall through the preferential flow paths. In the well field, the relatively increased nitrate concentrations of groundwater, accompanied by the higher tritium contents in the wet season, indicate the nitrate pollution can be attributed to domestic wastes. The binary exponential and piston-flow mixing model (BEP) yielded feasible age distributions based on the conceptual model. The good inverse relationship between groundwater MRTs (92-467 years) and the NO 3 − concentrations in the shallow Quaternary aquifers indicates that elevated nitrate concentrations are attributable to more recent recharge for shallow groundwater. However, there is no significant relationship between the MRTs (8-411 years) and the NO 3 − concentrations existing in the carbonate aquifer system, due to the complex hydrogeological conditions, groundwater age distributions and the range of contaminant source areas. Nitrate in the groundwater system without denitrification effects could accumulate and be transported for tens of years, through the complex carbonate aquifer matrix and the successive inputs of nitrogen from various sources.
“…Common tracer interpretation models include lumped parameter models (e.g., Amin & Campana, 1996;Maloszewski & Zuber, 1982, 1996Zuber, 1986) and direct age models (Ginn, 1999;Goode, 1996). In several studies the groundwater age distributions determined from these models have been employed to assist in the characterization of groundwater dynamics (e.g., Corcho Alvarado et al, 2007;Eberts et al, 2012;Gusyev et al, 2013;Long & Putnam, 2009;Solomon et al, 2010;Troldborg et al, 2007;Zuber et al, 2005).…”
Understanding groundwater ages within an aquifer system has the potential to better constrain estimates of groundwater recharge and flow rates and therefore increase the reliability of groundwater models. Groundwater ages are generally interpreted from field‐observed environmental tracer concentrations, but in many cases in which multiple groundwater age tracers have been analyzed simultaneously the results show significant disparities among tracer‐specific estimated ages. The disparities are generally attributed to physical mixing between waters of different ages. However, especially in the geochemical literature environmental tracer concentrations are often analyzed with simplistic models in which the degree of the simulated mixing might be considered unrealistic for natural heterogeneous geologic media. In this study we use numerical experiments to examine under which physical conditions measured concentrations of selected environmental tracers (CFC‐12, 39Ar, and 14C) may return discrepant ages. Our model simulations suggest that matrix diffusion has the greatest potential to cause mixing of different‐aged water and to generate age biases between tracers. The multitracer simulations also suggest that there is a limit to the magnitude of the discrepancies that can be attributed to physical processes. When comparing data collected from the Pilbara region of Western Australia with our numerical modeling studies, it was found that a dual‐domain mass transfer model was required to explain the field‐observed age discrepancies.
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