Groundwater Science

 

Errata known to the author, listed in order by page number.

Does not include obvious typos of little significance. 

 

Thanks to Scott Korom, Phillip Binning, Mark Bakker, Ye Zhang, and David Mays, who have discovered

and reported some of these. 

 

Page

Comment

43

The areas in the equation in Example 3.2 should have units of m2, not m3.

44

In Figure 3.4, the water table should be higher, consistent with the well levels.

47

Bear (1972) estimates the critical Reynold’s number (R)  to be between 1 and 10.  In Bear’s definition of R, he uses specific discharge q instead of average linear velocity v.  Not the use of v as in Equation 3.10 is the standard definition of R in fluid mechanics.

79

The densities in problem 19 should have units of g/cm3, not g/cm2.

128

In Figure 5.2 there is an extra dsve  floating between the upper and middle graphs.

139

In Figure 5.11, the arrows on the faults to the right of the basin show reverse faulting, but they should show normal faulting like on the left.

174

There should be no minus sign on the right side of Eq. 6.20

239

In problem 10, the drawdown data of Table 7.4 were recorded at an observation well located between the pumping well and the river, 15 m from the river and 20 m from the pumping well.  The data are not recorded at the pumping well, as stated in the text.

274

Problem 3 assumes steady state flow.

283

Last paragraph, 3rd  and 4th sentences should read: “The units of electrical conductivity are Siemens per cm (S/cm) or microsiemens per cm (μS/cm).   In older literature, the units of electrical conductivity were called mho/cm (= S/cm) or mmho/cm (mS/cm).”

284

First paragraph: all electrical conductivity units in this paragraph should be “μS/cm”, not “μS”.  The units of the constant A are (μS/cm)/ (mg/L).

284

In Table 9.1, the charge of nitrate should be –1, not -2

287

In Table 9.3, the chloride mass should be 35.45, not 35.35 g.

294

After equation 9.17, it should read: “…where EC is the electrical conductivity in μS/cm.”

358

In Figure 10.12, the labels for the curves labeled ``0.012'' and ``0.0043'' are reversed.

364

The last calculation on the page should yield -4 x 10-13 mg/(cm2 sec).  A unit conversion is missing between cm3 and L.

370

The horizontal bar scale in Figure 10.26 is 20 m, not 40 m.

381

The solution of equation 10.39 is valid for x >= 0.  This limitation should appear in the equation.

383

At the top of the page, it says that “…c/c0 =0.5 is always seen at a distance of x = vt.”  More precisely, this should say “…c/c0 =0.5 is seen at a distance of x = vt at large times (v2 t/Dmx > 1000).”  For details on the behavior of this solution, see the discussion by P. Binning in the journal Ground Water, 2000, vol 38(1), p. 4-5.

383

The Baetsle (1969) solution quoted in Eqs. 10.43 and 10.44 is incorrect, as was the original published in 1969.  To be correct, there should also be a factor n (porosity) in the denominator of the first fraction to the right of the equal sign in both equations.

411

The 5th  equation from the top should have second partial derivatives of h with respect to y, but instead includes a partial derivative with respect to x.  This typo occurs twice in the same line.

415

The answer for Chapter 1 problem 5c assumes that groundwater pumped from wells is returned to the ground within the basin.  If you assume it is exported out of the basin, then the correct answer would be ET = 12.7 in/yr.

416

The units for the answer to Chapter 6 problem 1 should be m2/day, not m3/day.

417

Due to late revisions to the data in Table 10.2, the answers for a couple of problems changed slightly.  The answer to Chapter 10 problem 4 should be ethylbenzene = 3.5 mg/L.  The answer to Chapter 10 problem 6 should change from 1016 to 1330 mg/L.

 

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