Statistics for Engineers and Scientists
Statistics for Engineers and Scientists
4th Edition
ISBN: 9780073401331
Author: William Navidi Prof.
Publisher: McGraw-Hill Education
Question
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Chapter 9, Problem 11SE

a.

To determine

Check whether there is any difference in the mean drainage times for the different channel designs or not.

a.

Expert Solution
Check Mark

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 α=0.05 level of significance.

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:

H0:μ1=μ2=μ3=μ4=μ5

Alternative hypothesis:

Ha: At least two of the μis differ from each other.

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:

Statistics for Engineers and Scientists, Chapter 9, Problem 11SE

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 α=0.05 can be used.

Decision:

If P-valueα, reject the null hypothesis H0

If P-value>α, fail to reject the null hypothesis H0

Conclusion:

Here, the P-value is less than the level of significance.

That is, P-value(=0.001)<α(=0.05).

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 α=0.05 level of significance.

b.

To determine

Identify the pairs of designs that can conclude to have differing mean drainage times.

b.

Expert Solution
Check Mark

Answer to Problem 11SE

There is sufficient evidence to conclude that the channels 3 and 4 differ from channels 1,2, and 5 at α=0.05 level of significance.

Explanation of Solution

Calculation:

State the hypotheses:

Null hypothesis:

H0: There is no difference in mean drainage times.

Alternative hypothesis:

H1: There is difference in mean drainage times.

Decision:

By Tukey-Kramer method for multiple comparisons,

If |X¯i.X¯j.|>qI,NI,αMSE2(1Ji+1Jj), reject the null hypothesis H0

If |X¯i.X¯j.|qI,NI,αMSE2(1Ji+1Jj), fail to reject the null hypothesis H0

Here I=5,J1=J2=J3=J4=J5=4,α=0.05,MSE=29

From Appendix A table A.9, the upper 5% point of the q5,15,0.05 distribution is 4.51.

For comparing channel 1 and 2:

The 5% critical value is,

qI,NI,αMSE2(1Ji+1Jj)=q5,15,0.05MSE2(1J1+1J2),

Substitute q5,15,0.05=4.51,J1=J2=4and MSE=29 in the above equation.

q5,15,0.05MSE2(1J1+1J2)=(4.51)292(14+14)=(4.51)(14.5)(0.5)=(4.51)7.25=(4.51)(2.6926)=12.1436

The sample means are,

X¯1=41.4+43.4+50+41.24=1764=44

X¯2=37.7+49.3+52.1+37.34=176.44=44.1

Now,

|X¯1X¯2|=|4444.1|=0.1

Which is less than 4.51.

Thus, fail to reject the null hypothesis H0.

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,

qI,NI,αMSE2(1Ji+1Jj),=q4,12,0.05MSE2(1J1+1J3),

Substitute q5,15,0.05=4.51,J1=J3=4and MSE=29

q5,15,0.05MSE2(1J1+1J3)=(4.51)292(14+14)=(4.51)(14.5)(0.5)=(4.51)7.25=(4.51)(2.6926)=12.1436

The sample means are,

X¯3=32.6+33.7+34.8+22.54=123.64=30.9

Now,

|X¯1X¯3|=|4430.9|=13.1

Which is greater than 4.51.

Thus, reject the null hypothesis H0.

Hence, for channel 1 and 3 there is difference in mean drainage times.

For comparing channel 1 and 4:

The 5% critical value is,

qI,NI,αMSE2(1Ji+1Jj),=q4,12,0.05MSE2(1J1+1J4),

Substitute q5,15,0.05=4.51,J1=J4=4and MSE=29

q5,15,0.05MSE2(1J1+1J4)=(4.51)292(14+14)=(4.51)(14.5)(0.5)=(4.51)7.25=(4.51)(2.6926)=12.1436

The sample means are,

X¯4=27.3+29.9+32.3+24.84=114.34=28.575

Now,

|X¯1X¯4|=|4428.575|=15.425

Which is greater than 4.51.

Thus, reject the null hypothesis H0.

Hence, for channel 1 and 4 there is difference in mean drainage times.

For comparing channel 1 and 5:

The 5% critical value is,

qI,NI,αMSE2(1Ji+1Jj),=q4,12,0.05MSE2(1J1+1J5),

Substitute q5,15,0.05=4.51,J1=J5=4and MSE=29

q5,15,0.05MSE2(1J1+1J5)=(4.51)292(14+14)=(4.51)(14.5)(0.5)=(4.51)7.25=(4.51)(2.6926)=12.1436

The sample means are,

X¯5=44.9+47.2+48.5+37.14=177.74=44.425

Now,

|X¯1X¯5|=|4444.425|=0.425

Which is less than 4.51.

Thus, fail to reject the null hypothesis H0.

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,

qI,NI,αMSE2(1Ji+1Jj),=q4,12,0.05MSE2(1J2+1J3),

Substitute q5,15,0.05=4.51,J2=J3=4and MSE=29

q5,15,0.05MSE2(1J2+1J3)=(4.51)292(14+14)=(4.51)(14.5)(0.5)=(4.51)7.25=(4.51)(2.6926)=12.1436

Now,

|X¯2X¯3|=|44.130.9|=13.2

Which is greater than 4.51.

Thus, reject the null hypothesis H0.

Hence, for channel 2 and 3 there is difference in mean drainage times.

For comparing channel 2 and 4:

The 5% critical value is,

qI,NI,αMSE2(1Ji+1Jj),=q4,12,0.05MSE2(1J2+1J4),

Substitute q5,15,0.05=4.51,J2=J4=4and MSE=29

q5,15,0.05MSE2(1J2+1J4)=(4.51)292(14+14)=(4.51)(14.5)(0.5)=(4.51)7.25=(4.51)(2.6926)=12.1436

Now,

|X¯2X¯4|=|44.128.575|=15.525

Which is greater than 4.51.

Thus, reject the null hypothesis H0.

Hence, for channel 2 and 4 there is difference in mean drainage times.

For comparing channel 2 and 5:

The 5% critical value is,

qI,NI,αMSE2(1Ji+1Jj),=q4,12,0.05MSE2(1J2+1J5),

Substitute q5,15,0.05=4.51,J2=J5=4and MSE=29

q5,15,0.05MSE2(1J2+1J5)=(4.51)292(14+14)=(4.51)(14.5)(0.5)=(4.51)7.25=(4.51)(2.6926)=12.1436

Now,

|X¯2X¯5|=|44.144.425|=0.325

Which is less than 4.51.

Thus, fail to reject the null hypothesis H0.

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,

qI,NI,αMSE2(1Ji+1Jj),=q4,12,0.05MSE2(1J3+1J4),

Substitute q5,15,0.05=4.51,J3=J4=4and MSE=29

q5,15,0.05MSE2(1J3+1J4)=(4.51)292(14+14)=(4.51)(14.5)(0.5)=(4.51)7.25=(4.51)(2.6926)=12.1436

Now,

|X¯3X¯4|=|30.928.575|=2.325

Which is less than 4.51.

Thus, fail to reject the null hypothesis H0.

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,

qI,NI,αMSE2(1Ji+1Jj),=q4,12,0.05MSE2(1J3+1J5),

Substitute q5,15,0.05=4.51,J3=J5=4and MSE=29

q5,15,0.05MSE2(1J3+1J5)=(4.51)292(14+14)=(4.51)(14.5)(0.5)=(4.51)7.25=(4.51)(2.6926)=12.1436

Now,

|X¯3X¯5|=|30.944.425|=13.525

Which is greater than 4.51.

Thus, reject the null hypothesis H0.

Hence, for channel 3 and 5 there is difference in mean drainage times.

For comparing channel 4 and 5:

The 5% critical value is,

qI,NI,αMSE2(1Ji+1Jj),=q4,12,0.05MSE2(1J4+1J5),

Substitute q5,15,0.05=4.51,J4=J5=4and MSE=29

q5,15,0.05MSE2(1J4+1J5)=(4.51)292(14+14)=(4.51)(14.5)(0.5)=(4.51)7.25=(4.51)(2.6926)=12.1436

Now,

|X¯4X¯5|=|28.57544.425|=15.85

Which is greater than 4.51.

Thus, reject the null hypothesis H0.

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 α=0.05 level of significance.

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Chapter 9 Solutions

Statistics for Engineers and Scientists

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