This method is an approximate solution to the diffusivity equation. It can be
combined conveniently with a suitable material balance equation to predict the
performance of water-drive reservoirs. The Carter-Tracy aquifer models can be
applied to both finite and infinite-acting aquifers. It can be applied to both radial
and linear aquifers and also applies to edge-water drive reservoirs only. Mathematically,
it is calculated as
Steps in Calculating Carter-Tracy’s Aquifer Model
Step 1: Calculate the total pressure drop at each time step
Step 2: Calculate the dimensionless time at each time step
Step 3: Calculate the dimensionless pressure and pressure derivative at each time
step
Step 4: Calculate the water influx at each time step (Table 4.8)
Table 4.8 Carter-Tracy aquifer model calculation
Example 4.5
Repeat Example 4.3 using the Carter Tracy’s aquifer model to calculate the cumulative water influx at each time step.
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