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Upscaling and Inverse Modeling of Groundwater Flow and Mass ...

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116 CHAPTER 5. JOINTLY MAPPING HYDRAULIC . . .<br />

250<br />

North<br />

(A) Reference concentration field (t=300)<br />

.0<br />

.0 East<br />

250<br />

250<br />

North<br />

(C) Reference concentration field (t=400)<br />

.0<br />

.0 East<br />

250<br />

250<br />

North<br />

(E) Reference concentration field (t=500)<br />

.0<br />

.0 East<br />

250<br />

2.0<br />

1.5<br />

1.0<br />

0.5<br />

0.0<br />

1.5<br />

0.5<br />

0.0<br />

(B) Concentration Data (t=300) to be Conditioned<br />

250.<br />

200.<br />

150.<br />

100.<br />

50.<br />

0.<br />

0. 50. 100. 150. 200. 250.<br />

(D) Concentration data (t=400) to be Conditioned<br />

250.<br />

200.<br />

1.0 150.<br />

1.5<br />

0.5<br />

0.0<br />

100.<br />

50.<br />

0.<br />

0. 50. 100. 150. 200. 250.<br />

(F) Concentration Data (t=500) to be Conditioned<br />

250.<br />

200.<br />

1.0 150.<br />

100.<br />

0. 50. 100. 150. 200. 250.<br />

Figure 5.3: Reference concentration fields at time 300(A), 400(C) <strong>and</strong> 500(E)<br />

days. Conditioning concentration data at time 300 (B), 400 (D), <strong>and</strong> 500 (F)<br />

days.<br />

50.<br />

0.<br />

2.0<br />

1.5<br />

1.0<br />

0.5<br />

0.0<br />

1.5<br />

1.0<br />

0.5<br />

0.0<br />

1.5<br />

1.0<br />

0.5<br />

0.0

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