2013
DOI: 10.1029/2011wr011587
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Impacts of nonuniform flow on estimates of vertical streambed flux

Abstract: [1] The use of inverse one-dimensional (1-D) analytical methods for estimating vertical stream-aquifer exchange flux is now commonplace. However, the application of such simple models can lead to significant errors in estimates of vertical exchange flux where the model assumptions are violated in real systems. An idea that is gaining acceptance in the literature is that the presence of nonvertical flow is such a violation. However, it is shown here that nonvertical flow by itself will not necessarily lead to e… Show more

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Cited by 52 publications
(79 citation statements)
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References 27 publications
(47 reference statements)
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“…[] demonstrate that errors in vertical flux estimates increase with the magnitude of a horizontal flow component. Cuthbert and Mackay [] on the other hand suggest that the existence of nonvertical flow components does not necessarily lead to erroneous flux estimates. Rather is it the form of the flow field (divergent or convergent flow lines) that determines whether the use of analytical 1‐D solutions is appropriate.…”
Section: Limitations Of the Lpml Methodsmentioning
confidence: 99%
“…[] demonstrate that errors in vertical flux estimates increase with the magnitude of a horizontal flow component. Cuthbert and Mackay [] on the other hand suggest that the existence of nonvertical flow components does not necessarily lead to erroneous flux estimates. Rather is it the form of the flow field (divergent or convergent flow lines) that determines whether the use of analytical 1‐D solutions is appropriate.…”
Section: Limitations Of the Lpml Methodsmentioning
confidence: 99%
“…The solution to equation , assuming sinusoidal variation in surface temperature and constant temperature at depth in the streambed, can be expressed as [ Hatch et al ., ; Keery et al ., ; Stallman , ]: Ttrue(z,ttrue)=T0+A exp true(aztrue)cos true(ωtbztrue) where T 0 is the average surface temperature (°C), A is the amplitude of the temperature fluctuations at the surface (°C) and ω is the angular frequency, defined as ω=2π/P where P is the period of the temperature fluctuation (86,400 seconds for daily frequency). This solution can be applied with nonvertical (curvilinear) paths as long as fluxes in the directions orthogonal to the vertical do not result in a large divergence of energy fluxes within the space between the two sensors [ Cuthbert and Mackay , ]. In equation , the a and b terms can be expressed as: aln true(A2A1true)true(z2z1true)=ln true(A2A1true)Δz bϕ2ϕ1true(z2z1true)=ϕ2ϕ1Δz where the subscripts 1 and 2 refer to the shallower and deeper temperature sensors, respectively, and ϕ 2 − ϕ 1 is the phase shift (rad) associated with two temperature sensors.…”
Section: Methodsmentioning
confidence: 99%
“…Sensors could be positioned to sample temperature gradients representatively across an entire site to estimate total groundwater influx. Furthermore, their deployment could also be based upon an understanding of the flow field, which is important to avoid misinterpretation of temperature time series (Cuthbert and Mackay, 2013). For example, at this site there is evidence for non-vertical flows which have been considered the greatest source for error when implementing 1D solutions (Lautz, 2010).…”
Section: Value and Limitations Of A High Resolution 3d Temperature Modelmentioning
confidence: 99%