d. Use the regression line to predict the ratio of repair to replacement cost of pipe with a diameter of 800 millimeters. e. Comment on the reliability of the prediction, part d.

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d and e

11.21 Repair and replacement costs of water pipes. Refer to the
IHS Journal of Hydraulic Engineering (September 2012)
H2OPIPE Study of water pipes, Exercise 11.12 (p. 622). Recall that a
team of civil engineers used regression analysis to estimate
y = the ratio of repair to replacement cost of commercial
pipe. The independent variable in the regression analysis
was x = the diameter (in millimeters) of the pipe. Data
for a sample of 13 different pipe sizes are provided in
the table, followed by a Minitab simple linear regression
printout.
Diameter (mm)
Ratio
H20PIPE
80
100
6.58
6.97
7.39
7.61
125
150
200
250
7.78
7.92
8.20
300
350
8.42
400
8.60
450
500
8.97
9.31
600
9.47
9.72
700
Source: Based on ISH Journal of Hydraulic
Engineering, Volume 18, Issue 3, pp. 241-251.
Copyright: September 2012.
a. Find the least squares line relating ratio of repair
to replacement cost (y) to pipe diameter (x) on the
printout.
b. Locate the value of SSE on the printout. Is there an-
other line with an average error of 0 that has a smaller
SSE than the line, part a? Explain.
c. Interpret, practically, the values r and ß, .
d. Use the regression line to predict the ratio of repair
to replacement cost of pipe with a diameter of
800 millimeters.
e. Comment
the reliability of the prediction,
on
part d.
Regression Analysis: RATIO versus DIAMETER
Analysis of Variance
Adj ss
10.8067 10.8067
10.8067 10.8067
Adj MS F-Value P-Value
0.000
0.000
Source
DF
221.20
Regression
DIAMETER
1
1
221.20
Error
11
0.5374
0.0489
Total
12
11.3441
Model Summary
R-sg R-sq (adj) R-sq (pred)
94.834
0.221034 95.26%
92.09%
Coefficionts
SE Coef T-Value P-Value
55.29
14.87
Term
Coef
VIF
Constant
DIAMETER
6.678
0.004786
0.121
0.000322
0.000
0.000 1.00
Regression Equation
RATIO = 6.678 + 0.004786 DIAMETER
Transcribed Image Text:11.21 Repair and replacement costs of water pipes. Refer to the IHS Journal of Hydraulic Engineering (September 2012) H2OPIPE Study of water pipes, Exercise 11.12 (p. 622). Recall that a team of civil engineers used regression analysis to estimate y = the ratio of repair to replacement cost of commercial pipe. The independent variable in the regression analysis was x = the diameter (in millimeters) of the pipe. Data for a sample of 13 different pipe sizes are provided in the table, followed by a Minitab simple linear regression printout. Diameter (mm) Ratio H20PIPE 80 100 6.58 6.97 7.39 7.61 125 150 200 250 7.78 7.92 8.20 300 350 8.42 400 8.60 450 500 8.97 9.31 600 9.47 9.72 700 Source: Based on ISH Journal of Hydraulic Engineering, Volume 18, Issue 3, pp. 241-251. Copyright: September 2012. a. Find the least squares line relating ratio of repair to replacement cost (y) to pipe diameter (x) on the printout. b. Locate the value of SSE on the printout. Is there an- other line with an average error of 0 that has a smaller SSE than the line, part a? Explain. c. Interpret, practically, the values r and ß, . d. Use the regression line to predict the ratio of repair to replacement cost of pipe with a diameter of 800 millimeters. e. Comment the reliability of the prediction, on part d. Regression Analysis: RATIO versus DIAMETER Analysis of Variance Adj ss 10.8067 10.8067 10.8067 10.8067 Adj MS F-Value P-Value 0.000 0.000 Source DF 221.20 Regression DIAMETER 1 1 221.20 Error 11 0.5374 0.0489 Total 12 11.3441 Model Summary R-sg R-sq (adj) R-sq (pred) 94.834 0.221034 95.26% 92.09% Coefficionts SE Coef T-Value P-Value 55.29 14.87 Term Coef VIF Constant DIAMETER 6.678 0.004786 0.121 0.000322 0.000 0.000 1.00 Regression Equation RATIO = 6.678 + 0.004786 DIAMETER
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