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Corrections: Applied Drilling Engineering, by Adam T. Bourgoyne JR., Keith K

This document provides corrections to the 1991 edition of the textbook "Applied Drilling Engineering" by Bourgoyne et al. It lists over 50 pages that contain errors in equations, figures, values, or text, and provides the corrected version. The corrections range from minor typographic errors to more significant errors in equations or figures. They are intended to update and improve the accuracy of information provided in the original textbook.

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0% found this document useful (0 votes)
139 views8 pages

Corrections: Applied Drilling Engineering, by Adam T. Bourgoyne JR., Keith K

This document provides corrections to the 1991 edition of the textbook "Applied Drilling Engineering" by Bourgoyne et al. It lists over 50 pages that contain errors in equations, figures, values, or text, and provides the corrected version. The corrections range from minor typographic errors to more significant errors in equations or figures. They are intended to update and improve the accuracy of information provided in the original textbook.

Uploaded by

diego_tenorio
Copyright
© Attribution Non-Commercial (BY-NC)
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOC, PDF, TXT or read online on Scribd
You are on page 1/ 8

Corrections

(updated March 9, 1999), for the 1991 Edition of:

Applied Drilling Engineering, by Adam T. Bourgoyne Jr., Keith K.


Millheim, Martin E. Chenevert and F. S. Young Jr., SPE Textbook Series,
Vol.2
e 2.203a2D - 1

p.33, Eq.1.19
change to:

e 2.303a2D - 1

change to:

+
pH = log[H ]
+
pH = - log[H ]

p.44, Eq.2.4

p.48, right column, line 4 from bottom


change to:
p.49, left column, line 7:
change to:

... molecular weight ...


... atomic weight ...
... added to 100 g of
... added to 100 cm3 of

p.50, left column, lines 12 - 13 from bottom ... molecular weight ...
change to:
... atomic weight ...
p.51, right column, line 9
change to:

... CaCO3 ...


... CaSO4 ...

p.52, Table 2.5, right column, line 3 from bottom

279,500 mg/L

change to:

283,300 mg/L

p.52, Table 2.5, right column, line 2 from bottom


change to:

283,300 mg/L
297,200 mg/L

p.60, right column, line 24 from bottom


change to:

... 30 lbm/100 sq ft...


... 30 lbf/100 sq ft...

p.69, left column, line 22 from bottom:

given by qufm , qufw , and qufB ...

change to:
p.82, Exercise 2.3

given by qufum , qufuw , and qufuB ...


+
... Mg ...

++
... Mg ...

change to:
p.82, Exercise 2.6
change to:

... answer: 3.18; 3.00; 3.00; 157,024; 175,500; 15.7; 65.4.


... answer: 3.198; 3.00; 3.00; 157,440; 175,500; 15.7; 65.4.

p.83, Exercise 2.30

... answer:

change to:

... answer:

6.8 lbm/min of clay, 2.7 lbm/min of


deflocculant, 7.4 gal/min of water,
and 3.01 lbm/min of bariye.
10.02 lbm/min of clay, 4.01 lbm/min
of deflocculant, 9.78 gal/min of
water, and 20.81 lbm/min of barite.

p.88, left column, line 15 from bottom:

2.5 mL of free water. ...

change to:

3.5 mL of free water. ...

p.94, right column, lines 18-20 from bottom:

the thickening time is inceased,


not reduced!
(with increasing diatomaceous earth concentrations)

p.134, left column, line 6


change to:

s2)
1 lbf (454 g/lbf)(980 cm/
100 sq ft
100(30.48 cm/ft)2
s2)
1 lbf (454 g/lbf)(980 cm/
100 sq ft
(30.48 cm/ft)2

p.135, left column, line 4 from bottom


change to:

... (r1)1/(r2)2 ...


... (r1)1/(r2)1 ...

p.136, Fig.4.25. Incorrect velocity profile.


Curvature should be in the opposite direction.

change to:

... dr y ...
dy
... d y ...
dy

p.142, right column, line 6 from bottom

q = vdA = vWdy..

p.141, right column, line 8 from bottom

change to:

q=

vdA =
o

p.143, left column, line 10


change to:

vWdy ...
o

... lot ...


... slot ...

2
pf = dpf L = f v
25.8de
dL
2
dp
f L = f v
pf =
25.8de
dL
0.75

p.152, First equation in 2nd column


change to:

... p

p.161, left column, the numerator of line 15


change to:
p.165, right column, line 4 from bottom

...
0.25
... p ...

q = vdA = vWdy
h

q=
change to:

vdA =
o

vWdy
o

3 dp
f v PWh
q = - Wh
12 dL
2

p.165, Eq.4.90a

3 dp
f v PWh
q = Wh
12 dL
2

change to:
p.166, right column, denominator of Eq.4.94

6d 4 - 4(d2 - d1)2(d22 - d12 )

- 6d 4 - 4(d2 - d1)2(d22 - d12 )

change to:
p.166, denominator of line 2 from bottom

6(10)4 - 4(12 - 10.75)2(122 - 10.752)


- 6(10)4 - 4(12 - 10.75)2(122 - 10.752)

change to:
p.166, right column, the last line

= + 0.489 ft/s

change to:

p.167, left column, line 3

= - 0.4865 ft/s
=

2(0.489 + 1.0/2)
= 0.00101 psi/ft
1,000(12 - 10.75)2

change to:
p.170, right column, line 19
change to:
p.182, right column, the numerator of line 6

2(- 0.4865 + 1.0/2)


= 0.0000175psi/ft
1,000(12 - 10.75)2

(qa)1 = fa(qt)1 = (0.8445 fa ) ft/s.


(qa)1 = fa(qt)1 = (0.8445 fa ) ft3/s.
827(0.79)(0.25)

change to:

928(9)(0.25)

p.185, Exercise 4.24(e)

... answer: ... K = 1 eq cp.

change to:

... answer: ... K = 1 eq poise.

p.138, right column, line 5 from bottom:

... r - 0 yields
... r 0 yields

change to:

v = mean flow velocity, ft/s

p.140, right column, line 12

v = mean flow velocity, ft/s

change to:
p.140, right column, line 7 from bottom

... = 4,680 psi.

change to:

... = 4,680 psig.

p.327, Eq.7.17b

change to:

M =

2( z )max
+ F a y + F sc x
Ed n

M =

2( z )max EI
+ F a y + F sc x
Ed n

p. 354 Equation 8.6 for the maximum inclination angle, for the build-and-hold case, is
not limited to X3 < r1. It is also valid for X3 r1.
p. 357 Equation 8.22, in the first and third line, (r1 - r2) should be changed to (r1 + r2).
The correct version is as follows:
=180 - arc tan

D4 - D1
X4 - r 1 + r 2

- arc cos

r 1 +r 2
D4 - D1

p.361, right column, line 8 from bottom


change to:
p.361, right column, line 6 from bottom

sin

...

arc tan

D4 - D1
x4 - r 1 + r 2

cos 20 + 20
2
...
...

sin 20 + 20
2
...

D3 = ... = 99.996 ft,

change to:

D3 = ... = 99.966 ft,

p.361, right column, line 5 from bottom


change to:

D = 8,099.99 + 99.996 = 8,199.996 ft.


D = 8,099.996 + 99.966 = 8,199.962

ft.
M4 = ... cos 20 + 21 = 1.53 ft.
2

p.362, left column, the first line

M4 = ... sin 20 + 21 = 1.53 ft.


2

change to:

p.362, left column, line 4


ft.

D = 8,199.996 + 99.90 = 8,299.896

change to:

D = 8,199.962 + 99.90 = 8,299.862

ft.
M5 = ... cos 21 + 22 = 2.24 ft.
2

p.362, left column, line 9

M5 = ... sin 21 + 22 = 2.24 ft.


2

change to:
p.362, left column, line 12
ft.

D = 8,299.896 + 99.81 = 8,399.706

change to:

D = 8,299.8962 + 99.81 = 8,399.672 ft.

p.362, left column, line 9 from bottom

change to:

r1 =

180 100 ft
+
= 5,730 ft .

r1 =

180 100 ft
*
= 5,730 ft .

Di = D i /2 cos i -1 +cos i F i

p.365, Eq.8.37
change to:

di = D i /2 cos i -1 +cos i F i

p. 370 Equations 8.50, 8.51 and 8.52 are not Ouija Board Nomograph solutions. Eqs.
8.51 and 8.52 are usually highly inaccurate.
5

If Eq. 8.50 is further simplified by letting sin and cos 1 we then get the
following Ouija Board Solution:
= arc tan

sin
+ cos

Another form of the Ouija Board Nomograph is:


= arc cos N cos -

The Ouija Board solution is not very accurate if or is large.

p.370, right column, line 6 from bottom

change to:
p.371, right column, line 6
change to:
p. 372, Fig. 8.34, Step Three
change to:

2.4
i =
100 ft = 4.00 /100ft .
Lc
60 ft
=

2.4
i =
100 ft = 4.00/100ft .
Lc
60 ft

Eq. 8.51
Eq. 8.55
= 10 o
= 12

p.373, left column, line 4

... from N40E to N50E ...

change to:

... from N40E to N52E ...

p.373, left column, line 6

... is N30E , ...

change to:

... is N28E , ...

p.374, right column, line 25 from bottom


change to:

... (N14W or 346o) ...


... (N15W or 345o) ...

p.374, right column, line 23 from bottom

... be at 97o right ...

change to:
p. 375, Fig. 8.36

... be at 79o right ...

The new direction is 228 + 79 = 307 (not 325 ).

Without reverse torque, the tool face angle should be :


(228 + 97) = 325 (not 345).
To allow for the 20 reverse torque the total face angle should be set at 97 +
20 = 117 (as stated in the text). This would
correspond to a tool face
setting of 228 + 117 = 345 (not 346).
p.376, right column, line 20 from bottom:

S66E and 4.75o ...

change to:
p.376, right column, line 2 from bottom:
change to:
p.395, Fig.8.69
p.428, Fig.8.124 (ordinate)
change to:
p.429, right column, the first line:
change to:

S66E and 4.75 ft ...

o
is 66 ...
o
is 62 ...
#39 is printed as #37.
... (lb/sq in.)
... (lbf.in2)

... the collar in lbm/cu ft in air,


... the collar in lbm/linear ft in air,

p.443, The titles of Fig.8.149 and Fig.8.150 should be interchanged.

p.453, Exercises 8.2

... Answer. (1)...26o; (2)...4,380 ft, ... 11,255 ft;

(3)...3,402; 937.73; 1,206; and 2,474.94 ft,


4)...5,636.19; 6,248.19, and 9,141.22ft,...
change to:

... Answer. (1)...25.3o; (2)...4,137 ft, ... 11,235 ft;


(3)...366; 1,013; 1,273; and 2,502 ft,
(4)...5,649; 6,258, and 9,134 ft,...

Case 1 Time to Drill = 0.016( DM) - 91 Maximum Inclination Factor


Case 2 Time to Drill = 0.013( DM) - 95 Maximum Inclination Factor
Case 3 Time to Drill = 0.015(
DM) - 42 Maximum Inclination Factor

p.455, Table 8.27

change to:
Case 1 Time to Drill = 0.016( DM) - 91 Maximum Inclination Factor
Case 2 Time to Drill = 0.013( DM) - 95 Maximum Inclination Factor
Case 3 Time to Drill = 0.015( DM) - 42 Maximum Inclination Factor
p.475, left column, lines 4-5:
change to:
p.475, left column, lines 6-7:
change to:
p.475, right column, line 15
change to:
p.482, Eq. (B-15b)
change to:

... by subtracting the 600=rpm dial reading


from the 300-rpm dial reading; ...
... by subtracting the 300-rpm dial reading
from the 600-rpm dial reading; ...
... by subtracting the 300-rpm dial reading
from the plastic viscosity.
... by subtracting the plastic viscosity
from the 300-rpm dial reading.
...1.725 ...
...1.7245 ...

o = ...
= ...

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