“…For example, Figure shows that using the Disley et al () equation, the predicted k x could be anywhere between approximately 0 and 10 times the “possible real k x ,” so dividing the predicted k x by each of the randomly drawn Pr values would give 2,000 possible real k x values. A straightforward Monte Carlo simulation was deemed the most suitable approach, due to its conceptual simplicity as well as its ease of explanation to, for example, regulators (Benke et al, ; Helton, ; Sriwastava et al, ). - Using an analytical solution of the 1D ADE, given by equation below (Rutherford, ), and the “possible real k x values” (based on the drawn Pr value from step 2), the downstream concentration profile located at 3.8 km was calculated. This was achieved by successively routing the observed upstream concentration profile (at 2.5 km) over each subreach until the concentration profile at the last subreach was obtained (utilizing the geometric and hydraulic data).
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