Modifications to Original Release

Changes from the Original Version to Version 2

Original Version: September 18, 2023, Version 2: October 30, 2023

Page numbers refer to the original PDF.

page ii, added doi

page xi, corrected 70 to 90

page 153, Figure 87 changed the denominator from 200 to 2000 in the third expression of part a)

page 196, changed t1 = time at head h2 to t1 = time at head h1

Changes from the Version 2 to Version 3

Version 3: March, 6, 2024

Page numbers refer to the PDF of Version 2.

page iii, corrected APA citation that was missing the third author’s name

page 98, a number of changes were made:

The content of the first 3 paragraphs including table and equations were changed from the following as shown in gray:

Using the relationship f(r/B) = 1.7 = exp(r/B)K0(r/B), then from Figure 48, the value between X = 1.5 and X = 2.0. The interpolation is shown below.
X
K0(x)
exp (x) K0(x)
1.5
0.21
0.96
1.7
0.17 (interpolated)
0.91 (interpolated)
2.0
0.11
0.84
Given that x in Figure 48 equals r/B, then r/B=1.7, with the observation well located 75 m from the pumping well, then B = 75 m / 1.7 = 44.1 m. Now using Equation (52).

[latex]T = \frac{4250\ \frac{m^{3}}{d}\ 0.17}{2\ (3.14)\ 3.7\ m} = 31.1\frac{m^{2}}{d}[/latex]

S is then computed from Equation (53).

[latex]S = \frac{4\ \left( 31.1\frac{m^{2}}{d} \right)\ 0.011d}{2\ (75\ m)\ (44.1)} = 0.0002\ = \ 2x10^{- 4}[/latex]

to:

Using the relationship f(r/B) = 1.7 = exp(r/B)K0(r/B), then from Figure 48, the value is between exp(x)K0(x) = 1.66 and exp(x)K0(x) = 1.75. The interpolation is shown below.

x K0(x) exp (x) K0(x)
0.40 1.11 1.66
0.37 (interpolated) 1.16 (interpolated) 1.7
0.35 1.23 1.75

Given that x = 0.37 m, with the observation well located 75 m from the pumping well, then B = 75 m / 0.37 = 203 m. Now using Equation (52).

[latex]T = \frac{4250\ \frac{m^{3}}{d}\ 1.16}{2\ (3.14)\ 3.7\ m} = 212\frac{m^{2}}{d}[/latex]

S is then computed from Equation (53).

[latex]S = \frac{4\ \left( 212\ \frac{m^{2}}{d} \right)\ 0.011d}{2\ (75\ m)\ (203\ m)} = 0.0003\ = \ 3x10^{- 4}[/latex]

In addition the calculation of K’ was changed from the following as shown in gray:

[latex]K' = \frac{31.1\frac{m^{2}}{d}\ 15\ m}{(44.1m)^{2}} = 0.24\frac{m}{d}[/latex]

to:

[latex]K' = \frac{212\frac{m^{2}}{d}\ 15\ m}{(203\ m)^{2}} = 0.08\frac{m}{d}[/latex]

page 351, corrected format for Author’s name and title

License

An Introduction to Hydraulic Testing in Hydrogeology Copyright © 2023 by William W. Woessner; A. Campbell Stringer; and Eileen P. Poeter. All Rights Reserved.

Share This Book