a.
Check whether there is any difference in the mean drainage times for the different channel designs or not.
a.
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Answer to Problem 11SE
There is sufficient evidence to conclude that there is a significant difference in the mean drainage times with different channel type at
Explanation of Solution
Given info:
The design variable is the channel type and the response is the drainage time. The table provides the drainage time corresponding to the channel type.
Calculation:
State the hypotheses:
Null hypothesis:
Alternative hypothesis:
The ANOVA table can be obtained as follows:
Software procedure:
Step by step procedure to obtain One-Way ANOVA using the MINITAB software:
- Choose Stat > ANOVA > One-Way.
- In Response, enter the column of Drainage time.
- In Factor, enter the column of Channel type.
- In Confidence level, enter 0.95.
- Click OK.
Output using the MINITAB software is given below:
From the ANOVA table, it is clear that P-value is 0.001 and the F-value is 8.71.
Since, the level of significance is not specified; the prior level of significance
Decision:
If
If
Conclusion:
Here, the P-value is less than the level of significance.
That is,
By rejection rule, reject the null hypothesis.
There is sufficient evidence to conclude that there is a significant difference in the mean drainage times with different channel type at
b.
Identify the pairs of designs that can conclude to have differing mean drainage times.
b.
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Answer to Problem 11SE
There is sufficient evidence to conclude that the channels 3 and 4 differ from channels 1,2, and 5 at
Explanation of Solution
Calculation:
State the hypotheses:
Null hypothesis:
Alternative hypothesis:
Decision:
By Tukey-Kramer method for multiple comparisons,
If
If
Here
From Appendix A table A.9, the upper 5% point of the
For comparing channel 1 and 2:
The 5% critical value is,
Substitute
The sample means are,
Now,
Which is less than 4.51.
Thus, fail to reject the null hypothesis
Hence, for channel 1 and 2 there is no difference in mean drainage times.
For comparing channel 1 and 3:
The 5% critical value is,
Substitute
The sample means are,
Now,
Which is greater than 4.51.
Thus, reject the null hypothesis
Hence, for channel 1 and 3 there is difference in mean drainage times.
For comparing channel 1 and 4:
The 5% critical value is,
Substitute
The sample means are,
Now,
Which is greater than 4.51.
Thus, reject the null hypothesis
Hence, for channel 1 and 4 there is difference in mean drainage times.
For comparing channel 1 and 5:
The 5% critical value is,
Substitute
The sample means are,
Now,
Which is less than 4.51.
Thus, fail to reject the null hypothesis
Hence, for channel 1 and 5 there is no difference in mean drainage times.
For comparing channel 2 and 3:
The 5% critical value is,
Substitute
Now,
Which is greater than 4.51.
Thus, reject the null hypothesis
Hence, for channel 2 and 3 there is difference in mean drainage times.
For comparing channel 2 and 4:
The 5% critical value is,
Substitute
Now,
Which is greater than 4.51.
Thus, reject the null hypothesis
Hence, for channel 2 and 4 there is difference in mean drainage times.
For comparing channel 2 and 5:
The 5% critical value is,
Substitute
Now,
Which is less than 4.51.
Thus, fail to reject the null hypothesis
Hence, for channel 2 and 5 there is no difference in mean drainage times.
For comparing channel 3 and 4:
The 5% critical value is,
Substitute
Now,
Which is less than 4.51.
Thus, fail to reject the null hypothesis
Hence, for channel 3 and 4 there is no difference in mean drainage times.
For comparing channel 3 and 5:
The 5% critical value is,
Substitute
Now,
Which is greater than 4.51.
Thus, reject the null hypothesis
Hence, for channel 3 and 5 there is difference in mean drainage times.
For comparing channel 4 and 5:
The 5% critical value is,
Substitute
Now,
Which is greater than 4.51.
Thus, reject the null hypothesis
Hence, for channel 4 and 5 there is difference in mean drainage times.
Conclusion:
There is sufficient evidence to conclude that the channels 3 and 4 differ from channels 1,2, and 5 at
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Chapter 9 Solutions
EBK STATISTICS FOR ENGINEERS AND SCIENT
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