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Analysis of pressure drawdown data from the simulation runs is shown in Fig. 5.
We also find that the joint interpretation of long-term drawdown data from aquifer and aquitard units is necessary in mapping their full heterogeneous patterns including intralayer variabilities.
The solution takes into account both the vertical anisotropy (azx = Kz/Kx) as well as the horizontal anisotropy (ayx = Ky/Kx) and has potential application areas to analyze pumping test drawdown data from partially-penetrating inclined wells by representing them as tiny parallelepiped as well as line sources.
Also the solution takes into account both the vertical anisotropy (azx = Kz/Kx) as well as the horizontal anisotropy (ayx = Ky/Kx) and has potential application areas to analyze pumping test drawdown data from partially-penetrating vertical and horizontal wells by representing them as tiny rectangular parallelepiped as well as line sources.
Similar(56)
However, drawdown data were collected at regular time intervals.
In the case illustrated, improved fits to drawdown data are obtained and the resultant transmissivities and storativities are found to be lower by 30% and an order of magnitude respectively, than estimates from classical methods.
Then RTA plots and equations were used to analyze the pressure drawdown data, and PBA plots and equations were used to analyze the pressure buildup data.
The T values were estimated from specific capacity (SC, defined as discharge per unit drawdown) data using following empirical equations from Pandey and Kazama (2011): T = 0.8857 SC 1.1624 (for the shallow aquifer) and T = 1.1402 SC 1.0068 (for the deep aquifer), where units of T and SC are in m2/day.
Second, we determine which parameterization is most adequate given the observed drawdown data.
Appropriate agreement with the measured drawdown data (both tests) and flow logging data (Drill Hole Wash) is achieved.
Similar results were found when known drawdowns were added to measured environmental fluctuations from two alternative background wells to compute "measured" water levels and estimate drawdown (data not shown).
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