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L1592_Frame_C29  Page 269  Tuesday, December 18, 2001  2:48 PM









                                                         k–p
                       Box, G. E. P. and J. S. Hunter (1961). “The 2  Fractional Factorial Designs. Part II,” Technometrics, 3(4),
                           449–458.
                       Box, G. E. P., W. G. Hunter, and J. S. Hunter (1978). Statistics for Experimenters: An Introduction to Design,
                           Data Analysis, and Model Building, New York, Wiley Interscience.
                       Draper, N. R. and H. Smith, (1998). Applied Regression Analysis, 3rd ed., New York, John Wiley.




                       Exercises
                        29.1 Fly Ash Case Study. Compute the main and two-factor effects for the fly ash permeability
                             data without making the log transformation. Make the normal plot and discuss the difficulty
                             of identifying significant and random effects.
                        29.2 Adsorption of Cu. The removal by adsorption of copper from desulfurization scrubber waste-
                                                                              7−4
                             water by treatment with fly ash and lime was studied using the 2  fractional factorial design
                             given below. The factors are pH, metal/adsorbent ratio (M/A), fly ash/lime ratio (FA/L), fly
                             ash washed or unwashed (W/U), stirring speed (SS), fly ash origin (FAO), and salinity (S).
                             There are three responses: adsorption rate (mg/L-hr), equilibrium concentration (mg/L), and
                             equilibrium capacity (mg/g). (a) Calculate the average and the main effects for each response.
                             (b) Write the model matrix and calculate the interaction effects. To do this, you must first
                             discover the confounding pattern. The first three factors are in standard order.


                                                    Factors                       Responses
                                     pH  M/A   FA/L  W/U   SS  FAO    S     Rate   Eq. Conc.  Eq. Cap.
                                Run  1     2    3     4    5     6    7   (mg/L-hr)  (mg/L)  (mg/g)
                                 1   3   0.005  1     U   400    S    5     −2.8    458.1     0.6
                                 2   5   0.005  1    W    200    L    5    −13.9     38.3     4.9
                                 3   3   0.01   1     U   200    L    0     −5.8    361.8     3.2
                                 4   5   0.01   1    W    400    S    0    −15.4    148.1     7.4
                                 5   3   0.005  4    W    200    S    0     −2.7    468.3     0.7
                                 6   5   0.005  4     U   400    L    0    −16.1    119.1     4.1
                                 7   3   0.01   4    W    400    L    5     −5.1    403.4     2.3
                                 8   5   0.01   4     U   200    S    5    −16.7    143.9     7.8
                               Source: Ricou et al. (1999). Water Sci. & Tech., 39, 239–247.

                                                 7−4
                        29.3 Ruggedness Testing. The 2  design below was given in Chapter 9 for ruggedness testing a
                             laboratory method. The seven factors are studied in eight runs. This is a one-sixteenth fraction.
                             (a) How many different one-sixteenth designs can be constructed? Is there any reason to
                               prefer this design to the other possibilities? (b) Show that column 7 is the product of
                               columns 1, 2, and 3. (c) Columns 4, 5, and 6 are each products of two columns. Which two?



                                                            Factor             Observed
                                             Run   1   2  3   4   5  6   7     Response
                                               1   −   −  −   +   +  +   −       y 1
                                               2   +   −  −   −   −  +   +       y 2
                                               3   −   +  −   −   +  −   +       y 3
                                               4   +   +  −   +   −  −   −       y 4
                                               5   −   −  +   +   −  −   +       y 5
                                               6   +   −  +   −   +  −   −       y 6
                                               7   −   +  +   −   −  +   −       y 7
                                               8   +   +  +   +   +  +   +       y 8

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