term is too small or too large, respectively, while an S-shaped curve indi-
cates that a linear (instead of a radial) aquifer should be assumed. The
points should plot sequentially from left to right. A reversal of this plot-
ting sequence indicates that an unaccounted aquifer boundary has been
reached and that a smaller aquifer should be assumed in computing the
water influx term.
A linear infinite system rather than a radial system might better repre-
sent some reservoirs, such as reservoirs formed as fault blocks in salt
domes. The van Everdingen-Hurst dimensionless water influx W
eD
is
replaced by the square root of time as:
where C = water influx constant ft
3
/psi
t = time (any convenient units, i.e., days, year)
The water influx constant C must be determined by using the past pro-
duction and pressure of the field in conjunction with Havlena-Odeh
methodology. For the linear system, the underground withdrawal F is
plotted versus [S Dp
n
Zt - t
n
/(B - B
gi
)] on a Cartesian coordinate graph.
The plot should result in a straight line with G being the intercept and the
water influx constant C being the slope of the straight line.
To illustrate the use of the linear aquifer model in the gas MBE as
expressed as an equation of straight line, i.e., Equation 13-23, Havlena
and Odeh proposed the following problem.
Example 13-4
The volumetric estimate of the gas initially in place for a dry-gas
reservoir ranges from 1.3 to 1.65 ¥ 10
12
scf. Production, pressures and
pertinent gas expansion term, i.e., E
g
= B
g
- B
gi
, are presented in Table
13-1. Calculate the original gas in place G.
Solution
Step 1. Assume volumetric gas reservoir.
Step 2. Plot (p/z) versus G
p
or G
p
B
g
/(B
g
- B
gi
) versus G
p
.
Step 3. A plot of G
p
B
g
/(B
g
- B
gi
) vs. G
p
B
g
showed an upward curvature,
as shown in Figure 13-10, indicating water influx.
Gas Reservoirs 845
Reservoir Eng Hndbk Ch 13 2001-10-24 15:13 Page 845