CONTENTS XX
Fig. 7.4 Single rate drawdown test; (a) wellbore flowing pressure decline during the early
transient flow period, (b) during the subsequent semi-steady state decline
(Exercise 7.2) 159
Fig. 7.5 Dimensionless pressure as a function of dimensionless flowing time for a well
situated at the centre of a square (Exercise 7.4) 168
Fig. 7.6 Production history of a well showing both rate and bottom hole flowing pressure
as functions of time 169
Fig. 7.7 Pressure buildup test; (a) rate, (b) wellbore pressure response 171
Fig. 7.8 Multi-rate flow test analysis 172
Fig. 7.9 Horner pressure buildup plot for a well draining a bounded reservoir, or part of a
reservoir surrounded by a no-flow boundary 175
Fig. 7.10 Part of the infinite network of image wells required to simulate the no-flow
condition across the boundary of a 2 : 1 rectangular part of a reservoir in which
the real well is centrally located 176
Fig. 7.11 MBH plots for a well at the centre of a regular shaped drainage area
7
(Reproduced by courtesy of the SPE of the AIME) 178
Fig. 7.12 MBH plots for a well situated within; a) a square, and b) a 2:1 rectangle
7
(Reproduced by courtesy of the SPE of the AIME) 179
Fig. 7.13 MBH plots for a well situated within; a) a 4:1 rectangle, b) various rectangular
geometries
7
(Reproduced by courtesy of the SPE of the AIME) 180
Fig. 7.14 MBH plots for a well in a square and in rectangular 2:1 geometries
7
181
Fig. 7.15 MBH plots for a well in a 2:1 rectangle and in an equilateral triangle
7
(Reproduced by courtesy of the SPE of the AIME). 181
Fig. 7.16 Geometrical configurations with Dietz shape factors in the range, 4.5-5.5 184
Fig. 7.17 Plots of ∆p
wf
(calculated minus observed) wellbore flowing pressure as a function
of the flowing time, for various geometrical configurations (Exercise 7.5) 186
Fig. 7.18 Typical Horner pressure buildup plot 190
Fig. 7.19 Illustrating the dependence of the shape of the buildup on the value of the total
production time prior to the survey 192
Fig. 7.20 Analysis of a single set of buildup data using three different values of the flowing
time to draw the Horner plot. A - actual flowing time; B - effective flowing time; C -
time required to reach semi-steady state conditions 194
Fig. 7.21 The Dietz method applied to determine both the average pressure
p and the
dynamic grid block pressure
d
p 197