Step 2. Calculate the pressure at the designated radii.
r, ft p, psi Radius Interval Pressure drop
0.25 1800
1.25 1942 0.25–1.25 1942 − 1800 = 142 psi
4 2045
5 2064 4–5 2064 − 2045 = 19 psi
19 2182
20 2186 19–20 2186 − 2182 = 4 psi
99 2328
100 2329 99–100 2329 − 2328 = 1 psi
744 2506.1
745 2506.2 744–745 2506.2 − 2506.1 = 0.1 psi
Figure 6-14 shows the pressure profile on a function of radius for the
calculated data.
Results of the above example reveal that the pressure drop just around
the wellbore (i.e., 142 psi) is 7.5 times greater than at the 4–5 ft interval,
36 times greater than at 19–20 ft, and 142 times than that at the 99–100 ft
interval. The reason for this large pressure drop around the wellbore is
that the fluid is flowing in from a large drainage of 40 acres.
The external pressure pe used in Equation 6-27 cannot be measured
readily, but P
e
does not deviate substantially from initial reservoir pres-
sure if a strong and active aquifer is present.
Several authors have suggested that the average reservoir pressure p
r
,
which often is reported in well test results, should be used in performing
material balance calculations and flow rate prediction. Craft and
Hawkins (1959) showed that the average pressure is located at about
61% of the drainage radius r
e
for a steady-state flow condition. Substitute
0.61 r
e
in Equation 6-29 to give:
patr r p p
QB
kh
r
r
erwf
ooo e
w
(.)
.
ln
.
===+
061
708
061µ
p
r
p
r
=+
=+
1800
25 125 600
0 00708 120 25 0 25
1800 88 28
025
(.)(. )( )
( . )( )( )
ln
.
.ln
.
348 Reservoir Engineering Handbook
Reservoir Eng Hndbk Ch 06a 2001-10-25 11:23 Page 348