Page 392 - Fundamentals of Reservoir Engineering
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NATURAL WATER INFLUX 327
r= 5
eD
Hurst, van Everdingen
(table 9.7)
W e
(MMrb)
100 Fetkovitch
(table 9.9)
80
60
40
20
1 2 3 4 5 6 7 8 9 10
Time (years)
Fig. 9.16 Comparison between Hurst and van Everdingen and Fetkovitch for r eD = 5
r= 10
W e
eD
(MMrb)
160
Hurst, van Everdingen
140 (table 9.5)
120 Fetkovitch
Fetkovitch (modified)
100
(table 9.10)
80
60
40
20
1 2 3 4 5 6 8 9 10
Time (years)
Fig. 9.17 Comparison between Hurst and van Everdingen and Fetkovitch for r eD = 10
