7.
a)
ANOVA Table :
ANOVA | ||||||
Source of Variation | SS | df | MS | F | P-value | F crit |
Between Groups | 1011.725 | 4 | 252.9313 | 9.235674 | 0.00057 | 3.055568 |
Within Groups | 410.795 | 15 | 27.38633 | |||
Total | 1422.52 | 19 |
b)
Now we perform Post Hoc test :
Treatments pair | Tukey HSD Q statistic | Tukey HSD P-value | Tukey HSD inferfence |
Type1 vs Type2 | 0.038 | 0.9000 | insignificant |
Type1 vs Type3 | 5.007 | 0.0212 | p<0.05 |
Type1 vs Type4 | 5.895 | 0.0063 | p<0.05 |
Type1 vs Type5 | 0.162 | 0.9000 | insignificant |
Type2 vs Type3 | 5.045 | 0.0201 | p<0.05 |
Type2 vs Type4 | 5.933 | 0.0060 | p<0.05 |
Type2 vs Type5 | 0.124 | 0.9000 | insignificant |
Type3 vs Type4 | 0.889 | 0.9000 | insignificant |
Type3 vs Type5 | 5.169 | 0.0170 | p<0.05 |
Type4 vs Type5 | 6.058 | 0.0050 | p<0.05 |
7. The following presents how long it takes to drain water with each type of channel...
al. Floods: Rapid drainage of floodwater is crucial to prevent damage during heavy rains. Several designs for a drainage canal were considered for a certain city. Each design was tested five times, to determine how long it took to drain the water reservoir. The following table presents the drainage times, in minutes, Channel Type Drainage Time 24.7 29.4 2 3 40.6 40.8 90.3 41.5 24.5 38.9 48.1 51.2 38.3 25.4 32.5 33.7 35.2 22.4 24.9 26.3 31.1 33.5 23.7 26.9...
Lab 12-Stat 212 Online Suppose we have the following scenario: Rapid drainage of floodwater is crucial to prevent damage during heavy rains. Several designs for a drainage canal were considered for a certain city. Each design was tested four times, to determine how long it took to drain the water in a reservoir. The following table presents the drainage times, in minutes. Mean S. Dev. Variance (i.e. SD") n The overall average is x = 39.67 Type 1 44 4.12...