Applied numerical modeling of saturated / unsaturated flow and ...
Applied numerical modeling of saturated / unsaturated flow and ...
Applied numerical modeling of saturated / unsaturated flow and ...
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An interesting observation is that the differences between the three methods <strong>of</strong> strategy A are not as distinct as observed<br />
in Bauer et al. (2006a). One explanation for this finding is that due to the larger number <strong>of</strong> observation wells used for the<br />
site investigation in this study, the plume center line positions are better identified on average <strong>and</strong> concentration samples<br />
are taken closer to the true plume axis. Methods A1, A2 <strong>and</strong> A3 show a different sensitivity on deviations <strong>of</strong><br />
measurement locations from the plume center line. This is because in method A1, the rate constant estimate is linearly<br />
related to ln( C( x)<br />
/ C0<br />
) / ∆x<br />
, while in method A2 this term appears in linear as well as squared form after rearrangement<br />
<strong>of</strong> equation (4). As a consequence, increasing deviations <strong>of</strong> observation well locations from the plume center line <strong>and</strong><br />
thus lower measured contaminant concentrations will result in increasingly stronger overestimation <strong>of</strong> λ by A2 relative to<br />
A1. For method A3, the correction factor β has to be taken into account additionally (cf. equation (5)). For significant<br />
deviations from the center line, however, the same effect as for A2 can be shown.<br />
In Figure 5 the degradation rate constants ΛA1 estimated with method A1 were plotted against the number <strong>of</strong> observation<br />
wells with relative concentrations C/C0 > 0.001 in the respective monitoring networks. A clear relationship between the<br />
number <strong>of</strong> wells <strong>and</strong> the accuracy <strong>of</strong> ΛA1 is neither observed for WS = 4 m nor for WS = 16 m. It seems, however, that the<br />
spread <strong>of</strong> estimated rate constants decreases slightly with increasing numbers <strong>of</strong> wells, but a larger number <strong>of</strong> samples,<br />
especially for numbers <strong>of</strong> monitoring wells > 30 would be required to derive more meaningful results. For the other<br />
methods A2 <strong>and</strong> A3, the similar observations are made (not shown here).<br />
norm. deg. rate constant Λ A1 [-]<br />
50<br />
10<br />
1<br />
0.1<br />
Y = -0.074 * X + 6.531; R<br />
0 20 40 60 80<br />
no. <strong>of</strong> wells with C/C0 > 0.001<br />
2 = 0.063<br />
Y = -0.043 * X + 3.174; R2 linear fits<br />
= 0.072<br />
Figure 5: Degradation rate constants ΛA1 for source widths <strong>of</strong> 4 m (grey diamonds) <strong>and</strong> 16 m (black crosses) versus the<br />
number <strong>of</strong> wells showing relative concentrations C/C0 > 0.001.<br />
9<br />
W S = 4 m<br />
W S = 16 m<br />
Strategy B - Two-dimensional evaluation<br />
Applying method B it is not always possible to obtain a rate constant λB > 0 when minimizing the sum <strong>of</strong> squared<br />
residuals <strong>of</strong> concentration. The concentration distribution calculated with the analytical model indicates absence <strong>of</strong><br />
contaminant degradation for the closest fit to the measured data for six out <strong>of</strong> 47 plumes when WS = 4 m. For the<br />
remaining 41 plumes, usage <strong>of</strong> method B on average yields ΛB = 4.51 (Table 4, Figure 6), which is considerably closer to<br />
the true rate constant than for methods A1 - A3 with using only local measurements <strong>of</strong> hydraulic conductivity along the<br />
center line (cf. Table 2). The st<strong>and</strong>ard deviation for method B, however, is slightly larger than for A1 <strong>and</strong> A2. With WS =<br />
16 m for five out <strong>of</strong> 38 plumes no ΛB > 0 is found. Here, the improvement over methods A1 – A3 is even more distinct<br />
with the mean ΛB = 1.92. Also the spread <strong>of</strong> single realizations is reduced for the larger source width. However, no<br />
definite improvement <strong>of</strong> ΛB over those obtained by strategy A using the field scale estimate <strong>of</strong> Kef (cf. Table 3) is<br />
observed. For WS = 4 m the mean ΛB is slightly lower than the mean ΛA1, but slightly larger than ΛA3. Also the variability<br />
<strong>of</strong> estimated ΛB is larger than for methods A1 – A3. For WS = 16 m the mean ΛB is slightly lower than for all methods <strong>of</strong><br />
strategy A, while the observed spread is only lower in comparison to A3.<br />
In the estimation <strong>of</strong> λ with method B the source concentration is included as a fitting parameter. On average the true<br />
source concentration is overestimated by a factor <strong>of</strong> three for WS = 4m, while for WS = 16m deviations are lower than 5<br />
%. As for strategy A a distinct relationship between the number <strong>of</strong> observation wells in the monitoring network <strong>and</strong> the<br />
quality <strong>of</strong> the degradation rate estimates is not observed.