Solution : ( 2 )
( i )
x | y | x * y | x * x |
16 | 20 | 320 | 256 |
18 | 16 | 288 | 324 |
27 | 28 | 756 | 729 |
30 | 35 | 1050 | 900 |
33 | 34 | 1122 | 1089 |
36 | 37 | 1332 | 1296 |
------------------
Solution : ( 2 )
( ii )
x | y | x * y | x * x |
16 | 20 | 320 | 256 |
18 | 16 | 288 | 324 |
27 | 28 | 756 | 729 |
30 | 35 | 1050 | 900 |
33 | 34 | 1122 | 1089 |
36 | 37 | 1332 | 1296 |
-------------------------------------------------
Solution : ( 2 )
( iii )
-------------------------------------------------
Solution : ( 2 )
( iv )
x | y | x * y | x * x | y * y |
16 | 20 | 320 | 256 | 400 |
18 | 16 | 288 | 324 | 256 |
27 | 28 | 756 | 729 | 784 |
30 | 35 | 1050 | 900 | 1225 |
33 | 34 | 1122 | 1089 | 1156 |
36 | 37 | 1332 | 1296 | 1369 |
-------------------------------------------------
Solution : ( 2 )
( v )
==========================================================================
Solution : ( 3 )
( i )
data | data - mean | (data - mean)2 |
19.7 | 0.1 | 0.01 |
21.5 | 1.9 | 3.61 |
17.3 | -2.3 | 5.29 |
18.9 | -0.7 | 0.49 |
20.6 | 1 | 1 |
----------------------------------
Solution : ( 3 )
( ii )
Question 2 (a The following table shows the solid reduction and oxygen demand reduction of an exp...
need help Table Q4 shows the means for the removal reduction of chemical oxygen demand (COD) in wastewater by three different treatment methods. By using One-Way Analysis of Variance (ANOVA), test the validity of hypothesis that there are no differences among the reduction percentage by the treatment method at significance level of 0.05 (a 0.05) (25 marks) Table Q4: The mean data for the removal reduction of COD in wastewater for three different treatment methods (in percentage (%)) Treatment 1...
Please solve In their discussion of the Lindley distribution, Ghitany et al. (2008) considered the data given in Table 1 and available on Blackboard as the Robject waitingtimes.dat. It summarises the waiting time, in minutes, of 100 bank customers before they were served. 0.8 2.9 4.3 5.0 6.7 8.2 9.7 11.9 14.1 19.9 0.8 3.1 4.3 5.3 6.9 8.6 9.8 12.4 15.4 20.6 1.3 3.2 4.4 5.5 7.1 8.6 10.7 12.5 15.4 21.3 1.5 3.3 4.4 5.7 7.1 8.6 10.9...