2006
DOI: 10.1016/j.jhydrol.2006.03.025
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Differential gauging and tracer tests resolve seepage fluxes in a strongly-losing stream

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Cited by 74 publications
(78 citation statements)
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“…In addition, tracer tests can be used to assess gross inflow (Bencala et al 2011;Bergstrom et al 2016). It is recommended to perform these measurements during baseflow (Cey et al 1998;Ruehl et al 2006;Kalbus et al 2006;Kikuchi et al 2012) to minimize the effect of surface runoff or interflow feeding the stream. In addition, shortterm temporal variability should be negligible as discharge measurements are usually taken consecutively.…”
Section: Differential Stream Gaugingmentioning
confidence: 99%
See 1 more Smart Citation
“…In addition, tracer tests can be used to assess gross inflow (Bencala et al 2011;Bergstrom et al 2016). It is recommended to perform these measurements during baseflow (Cey et al 1998;Ruehl et al 2006;Kalbus et al 2006;Kikuchi et al 2012) to minimize the effect of surface runoff or interflow feeding the stream. In addition, shortterm temporal variability should be negligible as discharge measurements are usually taken consecutively.…”
Section: Differential Stream Gaugingmentioning
confidence: 99%
“…However, there is no uniform nomenclature. The approach has been termed ''longitudinal variation in discharge'' (Zellweger et al 1998), ''measurements of stream discharge along the reach'' (Cey et al 1998), ''seepage runs'' (Ruehl et al 2006), ''incremental stream flow'' (Kalbus et al 2006), ''differential flow gauging '' (McCallum et al 2012) or ''differential discharge measurements'' (Kikuchi et al 2012). Here the term ''differential stream gauging'' will be used.…”
Section: Differential Stream Gaugingmentioning
confidence: 99%
“…Differential flow gauging uses the difference in river discharge at two points along a reach in order to calculate net gains or losses along that stretch (Cey et al, 1998;Harte and Kiah, 2009;McCallum et al, 2012;Ruehl et al, 2006). Discharge is usually measured under baseflow conditions where runoff is negligible, allowing the net groundwater discharge or recharge to be calculated once evaporative losses are accounted for.…”
Section: Introductionmentioning
confidence: 99%
“…From studies that tested multiple stream reaches for SGE, almost every stream reach had both gains and losses regardless of the method and of the reach length (Anderson et al, 2005;Ruehl et al, 2006;Payn et al, 2009;Covino et al, 2011;Szeftel et al, 2011). Additionally, studies that have tried to identify the spatial distribution of groundwater inflows and outflows to and from the stream have found a wide variety of diffuse flow locations throughout the stream and were not limited to one or two flow locations every several hundred meters (Malard et al, 2002;Wondzell, 2005;Schmidt et al, 2006;Lowry et al, 2007;Slater et al, 2010).…”
Section: Theoretical Basis Of the Sge Tracer Methodsmentioning
confidence: 99%
“…(Reproduced after Harvey and Wagner, 2000. ) Survey) (Runkel, 1998). While able to estimate fluxes in steady-state conditions, these types of models are primarily designed for non-steady-state conditions and provide many output parameters in addition to the inflow and outflow fluxes and, as a consequence, require more input data than in steady-state conditions for estimating only SGE (e.g., stream cross-sectional area, flow advection, flow dispersion, etc.).…”
Section: Introductionmentioning
confidence: 99%