CHAPTER 4 RESULTS AND DISCUSSION

Size: px
Start display at page:

Download "CHAPTER 4 RESULTS AND DISCUSSION"

Transcription

1 Chapter 4: RESULTS AND DISCUSSION 61 CHAPTER 4 RESULTS AND DISCUSSION 4.1 Exploratory Cooks Exploratory cooks were done in order to determine the relationship between the H-factor and kappa number relationship before preparing the cooked chips for the pressure drop experiments. The H-factor is a reaction co-ordinate given by H = t E a / RT Ae 0 dt (4.1) where A (= /hr) is the pre-exponential factor, E a (= 32 kcal/mole) is the Arrhenius activation energy, T is the temperature (Kelvin), R (= kcal/mole K) is the gas constant, and t is the time (hr) (Vroom, 1957). The H-factor is related to yield and kappa number which is proportional to the lignin content in the pulp. For example, for two cooks targeting the same kappa number but having different H-factors, the one with the lower H-factor indicates that a shorter cooking time is required to achieve the same kappa number. This translates into a shorter cooking period and increased digester throughput if the cooking temperature is maintained constant. Additionally, lower H-factor always indicates a lower level of alkaline peeling reactions and higher pulp yield. Table 4.1 shows the correlation of H-factor and kappa number of white spruce chips used in this study. These results can be used to predict the H-factor and control the cook if the targeted kappa number is given. In Figure 4.1, it is shown that there is no significant difference between the four furnishes. This implies that, for these particular wood chips, chip size distribution is not a major factor that influence the H-factor vs. kappa number relationship.

2 Chapter 4: RESULTS AND DISCUSSION 62 H -factor % Accept 87.5% Accept % Pins 75% Accept + 25% Pins 100% Pins Kappa Number Figure 4.1: H-factor vs. kappa number for all exploratory cooks. Solid lines are fits correlation developed by using equations from Table 4.1. The error bar is the average repeatability for kappa number.

3 Chapter 4: RESULTS AND DISCUSSION 63 Table 4.1: Correlations of H-factor (HF) as a function of kappa number (k). Furnishes Correlation R 2 100% Accepts ( ) HF = κ HF 0. = κ HF 0. = κ HF 0. = κ % Pins ( ) % Accepts % Pins ( ) % Accepts + 25% Pins ( ) 8693 Table 4.2 and Figure 4.2 show the results of yield vs. kappa number relationship for the white spruce used. Pulping pin chips resulted in a yield drop of approximately 3% compared with other furnishes. This result has significant industrial implications. The yield loss for pin chips is expected, because the surface area-to-volume ratio is quite large for pin chips. Pulping liquors are, therefore, able to penetrate much more rapidly then they can penetrate the larger sized accept chips. The net result is that the pin chips become easily cooked and a yield loss is experienced (Hatton, August 1973). Correlations between yield and kappa number in Table 4.2 are valid over the range 20 k 65. Table 4.2: Regression analysis of yield as a function of kappa number. Furnishes Correlation R 2 100% Accepts yield (%) = κ % Pins yield (%) = κ % Accepts % Pins yield (%) = κ % Accepts + 25% Pins yield (%) = κ Figure 4.2 also shows that having pin chips in the accept furnish does not seem so bad as far as pulp yield is concerned. The yield is not much different between 100% accepts and both mixed furnishes. For example, at kappa number 20, the predicted yield for 100% accepts is 46.9% while the predicted yield for both mixed furnishes are 46.8%.

4 Chapter 4: RESULTS AND DISCUSSION % Accept 100% Pins 87.5% Accepts % Pins 75% Accepts + 25% Pins Yield % Kappa Number Figure 4.2: Yield vs. kappa number for different chip size distribution of exploratory cooks. The error bar is the average repeatability for kappa number.

5 Chapter 4: RESULTS AND DISCUSSION Compressibility of Cooked Chip Columns Figure 4.3: A series of pictures showing the degree of compaction on cooked chip columns (100% pins; kappa number = 47) at different compacting pressure applied ranging from 0 to 17 kpa.

6 Chapter 4: RESULTS AND DISCUSSION 66 Mechanical properties of chips change during cooking. The chips become more flexible as lignin and carbohydrates are dissolved from the cell walls. Cooked chips may easily break apart into fibers after the middle lamella has lost sufficient lignin. As a result, resistance of chips to stress may decrease with degree of delignification. Therefore, compressibility will increase with reduced lignin content (Gullichsen, 1999). The term compressibility will be used throughout the text to describe the bed height change as loading is applied. It is the ratio of changed height over original height and defined as H o H p Compressib ility(%) = 100 (4.2) H where H o is initial height (m) and H p is height after having loading (m). Figure 4.3 illustrates the degree of compressibility of a cooked pin chip column at kappa number of 47. It clearly shows that the bed becomes more packed with increased loading. For example, the bed can be compressed to about 50% of the original height under a load of 17.3 ± 0.3 kpa. The degree of compressibility is even higher at lower kappa numbers as shown in Figure 4.4. This is because as the lignin content decreases, kappa number decreased and chip flexibility is increased. As we know, cooked chips have similar dimensions as the original chips except that the cooked chips have less lignin content (depend on the cooking time). When a comparison is made between 100% pins and 100% accepts, as shown in Figures 4.4 and 4.5, it is shown that 100% accepts is more compressible. The reason is that 100% accepts generally pack more loosely than 100% pins. This loosely cooked chip packing tends to form a higher void fraction bed. For example, void fraction for 100% accepts is 0.57 while for 100% pins is 0.55, at kappa number of 24 and at initial packing (P c = 0 kpa). When the higher void fraction bed subjected to a compacting pressure, the chip bed will more easily be compressed. This leads to a reduction of void fraction. For example, at kappa number 24, 100% accepts can o

7 Chapter 4: RESULTS AND DISCUSSION 67 be compressed about 40% while 100% pins can be compressed about 35%, at 5.8 ± 0.3 kpa loading. Overall, a general trend shows that the degree of compressibility is higher at lower kappa numbers at any chip size distribution. 60% 50% kappa No. = 69 kappa No. = 47 kappa No. = 24 Comp ressib ility ( % ) 40% 30% 20% 10% 0% Compacting Pressure (kpa) Figure 4.4: Degree of compressibility for 100% cooked pin chips at compacting pressure ranging from 5.8 kpa to 17.3 kpa. The error bars are the accuracy of the measured height.

8 Chapter 4: RESULTS AND DISCUSSION kappa No. = 70 kappa No. = 48 kappa No. = 24 Comp ressib ility ( % ) Compacting Pressure (kpa) Figure 4.5: Degree of compressibility for 100% cooked accept chips at compacting pressure ranging from 5.8 kpa to 17.3 kpa. The error bars are the accuracy of measured height.

9 Chapter 4: RESULTS AND DISCUSSION 69 60% 50% kappa No. = 66 kappa No. = 42 kappa No. = 22 Comp ressib ility ( % ) 40% 30% 20% 10% 0% Compacting Pressure (kpa) Figure 4.6: Degree of compressibility for 87.5% accepts % pins at compacting pressure ranging from 5.8 kpa to 17.3 kpa. The error bars are the accuracy of measured height.

10 Chapter 4: RESULTS AND DISCUSSION 70 60% 50% kappa No. = 65 kappa No. = 43 kappa No. = 23 Comp ressibility ( % ) 40% 30% 20% 10% 0% Compacting Pressure (kpa) Figure 4.7: Degree of compressibility for 75% accepts + 25% pins at compacting pressure ranging from 5.8 kpa to 17.3 kpa. The error bars are the accuracy of measured height.

11 Chapter 4: RESULTS AND DISCUSSION Void Fraction Results Comparison between Two Methods In this study, all void fractions were determined based on the density method. The equation used for calculating void fraction is: H 0 o ρ b H p ε l = 1 (4.3) Yρ c where 0 ρ b is the measured bulk density of cooked chips, Y is the fractional yield after the cook, and ρ c is the uncooked chip density. In order to compare with density method, one of the furnishes (87.5 % accepts % pins) was used to study the void fraction by the displacement method. The results are shown in Table 4.3 with error bars being generated based on standard deviation. From the table, we can see that the void fraction determined by the displacement method generally gave lower void fraction than the density method. The reason for this could be that in the displacement method some water was trapped in interstices which contributed to the low void fraction. Therefore, we concluded that the density method is more reliable than the displacement method. Note that throughout the text we used the density method to calculate the void fraction. Table 4.3: Comparison between two methods for determining the void fraction (87.5% accepts % pins). The void fractions are average value. The errors were generated based on standard deviation. Kappa Number Void Fraction (Displacement Method) Void Fraction (Density Method) Difference Difference % ± ± ± ± ± ± ± ± ± ± ± ± ± ± ± ± 0.1

12 Chapter 4: RESULTS AND DISCUSSION Effect of Height on Void Fraction To investigate the variation of local void fraction along the column height, we selected one chip furnish (87.5% accepts % pins) for the study. The local void fraction was determined experimentally using the water displacement procedure under no flow and no loading conditions. The results are shown in Table 4.4. These results clearly show that local void fraction is a function of column height with the void fraction slightly decreasing from top to bottom. This confirms with Harkonen (1987) that the cooked chip column is elastic and compressible and the flexibility of the chip column affects the void fraction in it. Table 4.4: The effect of height and kappa number on void fraction for cooked chips of 87.5% accepts % pins. The errors were generated based on standard deviation. Column Section Kappa no Kappa no Kappa no (Each is 10 cm in height) Mean void fraction Section 1 (Top) ± ± ± Section ± ± ± Section ± ± ± Section 4 (Bottom) ± ± ± Average ± ± ± Effect of Kappa Number on Void Fraction at P c = 0 kpa In Section 4.2, we discussed that the chips become more flexible as lignin and carbohydrates dissolve from the cell walls. This can be proved from Figure 4.8. As you can see from this figure, the uncooked wood chips (full lignin content) have a void fraction of As the degree of delignification increases (kappa number decreases), the void fraction decreases. For example, the kappa number decreases from 70 to 20, the void fraction decreases from 0.62 to 0.55, respectively. Harkonen (1987) reports that there is no change in external void fraction regardless of degree of delignification (kappa number). Essentially, he shows that initial void fraction for

13 Chapter 4: RESULTS AND DISCUSSION 73 uncooked wood chips and chips cooked to different kappa numbers had identical void fractions. However, our experiments show that initial void fraction is dependent on the kappa number when no load is applied. Table 4.5 reports the values from the literature and our results. It is shown that the initial void fraction for chips bed is between and The reasons for this variation might be the differences in packing, chipping method, chip type, wood chip geometry, chip size distribution, and wood species. The transfer of chips to the test apparatus may also account for this change. Other researchers determined the pressure drop in-situ. Lindqvist s (1994) data contains a range of void fraction because he performed the experiments on different chip size distributions, as shown in Table 4.5. He found that having fines in the mixture decreased the void fraction. Two wood types, hardwood (Lammi, 1996) and softwood (Wang and Gullichsen, 1998; Lindqvist, 1994; Harkonen, 1987) have been studied in the literature. However, due to the limited literature data available, it is difficult to conclude that whether wood type affects the void fraction Effect of Compacting Pressure and Kappa Number The void fraction of a cooked chips bed is affected by the compacting pressure. Typical results are shown in Figures 4.9 and These findings show that void fraction can be reduced from around 60% to less than 10% by increasing loading from 0 to 17.3 ± 0.3 kpa. We notice that the void fraction is decreased with increased compacting pressure, as shown in Figures 4.9 and The void fraction for cooked chips is also strongly affected by kappa number at different loadings. The results are shown in Figure 4.11 and These findings show that void fraction decreases with decreased kappa number at a fixed compacting pressure.

14 Chapter 4: RESULTS AND DISCUSSION Averag e V o id F ra c tio n a t P c = 0kPa % accepts 87.5% accepts % pins 75% accepts + 100% pins 100% pins Kappa Number Figure 4.8: Initial void fraction, using density method, at different chip size distribution for white spruce without compaction. The range of kappa number is between 20 and 180. The dot line ( ) is the regression line for 100% accepts while the solid line ( ) is the regression line for 100% pins.

15 Chapter 4: RESULTS AND DISCUSSION 75 Table 4.5: Literature and this work values of initial void fraction. References Wood Chips Initial Void Fraction Wang and Gullichsen (1998) Scandinavian Pine Fraction of accepts chips of sawmill chips. Chips passed through a 13 mm round hole but retained on a 7 mm round hole. Wang and Gullichsen (1998) Scandinavian Pine Using new chipping method. The chip has dimension of 4 mm thick and 40 mm in length. Lammi (1996) Eucalyptus Camaldulensis mm hole 1.1% + 8 mm bar 4.8% + 13 mm hole 78.8% + 7 mm hole 12.6% + 3 mm hole 2.2% + fines 0.5% Lammi (1996) Scandinavian Birch mm hole 0.6% + 8 mm bar 9.2% + 13 mm hole 51.4% + 7 mm hole 31.2% + 3 mm hole 6.4% + fines 1.1% Lindqvist (1994) Scandinavian Pine (mix 1) mm bar 22.1% + 4 mm bar 44.2% + 2 mm bar 29.1% + 3 mm hole 4.6% Lindqvist (1994) Scandinavian Pine (mix 2) mm bar 23.2% + 4 mm bar 46.3% + 2 mm bar 30.5% Lindqvist (1994) Scandinavian Pine (mix 3) mm bar 60.3% + 2 mm bar 39.7% Harkonen (1987) Scandinavian Pine (not Specified) This work White spruce 100% accepts 87.5% accepts % pins 75% accepts + 25% pins 100% pins 0.670

16 Chapter 4: RESULTS AND DISCUSSION kappa number = 70 kappa number = 48 kappa number = 24 V o id F ra c tio n (-) Compacting Pressure (kpa) Figure 4.9: Effect of compacting pressure on void fraction at different kappa numbers (100% accepts). Solid lines are given using Equation 4.4 (page 85) with variables found in Table 4.7.

17 Chapter 4: RESULTS AND DISCUSSION kappa number = 69 kappa number = 47 kappa number = 24 Void Fraction (-) Compacting Pressure (kpa) Figure 4.10: Effect of compacting pressure on void fraction at different kappa numbers (100% pins). Solid lines are given using Equation 4.4 (page 85) with variables found in Table 4.7.

18 Chapter 4: RESULTS AND DISCUSSION V o id F ractio n (-) kpa 5.8 kpa 8.6 kpa 11.5 kpa 14.4 kpa 17.3 kpa Kappa Number Figure 4.11: Effect of compacting pressure and kappa number on void fraction for 100% accepts. Solid lines are given using Equation 4.4 with variables found in Table 4.7. The error bars are the error of estimation.

19 Chapter 4: RESULTS AND DISCUSSION V oid Fraction (-) kpa 5.8 kpa 8.5 kpa 11.5 kpa 14.4 kpa 17.3 kpa Kappa Number Figure 4.12: Effect of compacting pressure and kappa number on void fraction for 100% pins. Solid lines are given using Equation 4.4 with variables found in Table 4.7. The error bars are the error of estimation.

20 Chapter 4: RESULTS AND DISCUSSION Effect of Chip Size Distribution Chip size distribution may have an effect on the void fraction in the column. As shown in Table 4.6, the void fractions are slightly different in all four furnishes. However, there is no significant difference between them. The percent difference is about 2% in between the maximum and minimum void fraction. In Figure 4.13, it is shown that the mixed of 75 % accepts with 25% pins shows a lowest void fraction. This can be explained by the fact that when small particles, such as pins are added into accepts fraction that the pin particles tend to orient themselves to fill and occupy the void spaces in between the larger particles (accept chips). Table 4.6: Comparison of different furnishes for kappa number range at no compaction. Standard deviations based on multiple measurements are given. Furnish Kappa number Void fraction 100% accepts ± % accepts % pins ± % accepts + 25% pins ± % pins ± Effect of Superficial Velocity on Void Fraction Superficial velocity could affect the void fraction of the bed. Figures 4.14, 4.15, and 4.16 illustrate this effect with data from 100% pins at kappa number of 24, 48, and 69, respectively. At kappa number 24, the void fraction is reduced significantly with increased superficial velocity at compacting pressure between 5.8 kpa and 8.6 kpa. However, the effect is not apparent at compacting pressure higher than 8.6 kpa. This is because above compacting pressure of 8.6 kpa, as shown in Figure 4.14, the chips change in void fraction is not as great as at lower compacting pressure, e.g. 5.8 kpa and 8.6 kpa. Therefore, flow velocity has no effect on void fraction under high compacting pressure.

21 Chapter 4: RESULTS AND DISCUSSION 81 From Figures 4.16, we can see that at kappa number 69, the flow velocity has little effect on void fraction compared to kappa number 24 (as shown in Figure 4.14). This is because the chip bed is more flexible and compressible at lower kappa number. Therefore, it is more compressible at lower kappa number and in turns decreases the void fraction of the bed. Void Fraction ( - ) % accepts 100% accepts (predicted) 87.5% accepts % pins 87.5% accepts % pins (predicted) 75% accepts + 25% pins 75% accepts + 25% pins (predicted) 100% pins 100% pins (predicted) Compacting Pressure (kpa) Figure 4.13: Effect of chip size distribution on void fraction at kappa number of Solid lines are given using Equation 4.4 with variables found in Table 4.7.

22 Chapter 4: RESULTS AND DISCUSSION V o id F ra c tio n Pc = 5.8 kpa Pc = 8.6 kpa Pc = 11.5 kpa Pc = 14.4 kpa Pc = 17.3 kpa Superficial Velocity (mm/s) Figure 4.14: The effect of superficial velocity on void fraction for 100% pins at kappa number of 24. Solid lines are given using linear regression fit in Excel.

23 Chapter 4: RESULTS AND DISCUSSION V o id F ractio n Pc = 5.76 kpa Pc = 8.63 kpa Pc = kpa Pc = kpa Pc = kpa Superficial Velocity (mm/s) Figure 4.15: The effect of superficial velocity on void fraction for 100% pins at kappa number of 48. Solid lines are given using linear regression fit in Excel.

24 Chapter 4: RESULTS AND DISCUSSION V o id F ra c tio n Pc = 5.76 kpa Pc = 8.63 kpa Pc = kpa Pc = kpa Pc = kpa Superficial Velocity (mm/s) Figure 4.16: The effect of superficial velocity on void fraction for 100% pins at kappa number of 69. Solid lines are given using linear regression fit in Excel.

25 Chapter 4: RESULTS AND DISCUSSION Comparison between Experimental and Literature Results In this section, we present two methods used to correlate void fraction. They are: 1. average void fraction over different superficial velocities (at fixed compacting pressure and kappa number) as a function of compacting pressure and kappa number, 2. void fraction as a function of compacting pressure and kappa number at zero superficial velocity, The data were fitted to an equation of the form l x c y x c ε = a + bp + cκ + dp κ y (4.4) where a, b, c, d, x and y are the variables that can be solved in Matlab program. A program is written in Matlab to solve and to optimize the variables in order to get a best fit (see Appendix H). ε l is liquid void fraction (dimensionless), P c is compacting pressure (in kpa), and κ is kappa number. Equation 4.4 can be rearranged into a traditional form (Martinez et al., 2001): P y 1 / x ε l ( a + cκ ) n c = = m( ε y g ε l ) ( b + dκ ) (4.5) where, m y n = [ ( b + dκ )] in kpa, n 1 / x y =, and ε a + cκ. The term ε is the gel point, which g = g is a common term used to represent the void fraction for which the packed bed starts to have strength. The parameter m is the stiffness of network, with dimension of kpa, and can be thought of as a Young s modulus. The derivation from Equation 4.4 to Equation 4.5 can be found in Appendix L. In Appendix L, the calculation shows that the variation of void fraction along the height of the bed is insignificance and the use of an average void fraction as a means of characterizing the bed in our analysis is appropriate.

26 Chapter 4: RESULTS AND DISCUSSION 86 Equation 4.4 correlates the average void fraction with the effect of compacting pressure, kappa number, and interaction between compacting pressure and kappa number. Equation 4.4 was solved by using multiple linear regression technique (see Appendix H). This correlation is good for kappa numbers between 20 (3% lignin) to 180 (27% lignin) for the white spruce chips studied. Kappa number 20 is the about lowest kappa number used in this study and kappa number 180 is the initial lignin content (27%) of the wood chip. When a compaction load is applied to the chip column, the value for b is expected to be negative because an increase in compacting pressure reduces the void fraction as is found. The results of the correlation are obtained by using multiple regression analysis on the Matlab program (Appendix H). We varied x and y over a range from 0.1 to 3.0 with step change of 0.01 and obtained the variables (a, b, c, and d) with correlation coefficients (R 2 ) at about 0.99, as shown in Tables 4.7 and 4.8. We also ran the program with all the data and compared with all four correlations. As you can see in Tables 4.7 and 4.8, method 1 gives better correlations than method 2. Therefore, we used the correlations obtained from method 1 (as shown in Table 4.7) to predict the void fraction. Table 4.7: Correlation results for all chip size distributions using method 1 with Equation 4.4. Furnishes a b c d x y R 2 100% pins % accepts % pins 87.5% accepts % pins 100% accepts Average of values All data correlated

27 Chapter 4: RESULTS AND DISCUSSION 87 Table 4.8: Correlation results for all chip size distributions using method 2 with Equation 4.4. Furnishes a b c d x y R 2 100% pins % accepts % pins 87.5% accepts % pins 100% accepts Average of values All data correlated The general equation we used to predict the void fraction is based on method 1 with all data correlated results: ( ) ( ) 0.. P +. κ. P ε = κ (4.6) l c and Equation 4.6 is valid for P c = 0 to18 kpa and κ = 20 to 180. Figure 4.17 shows graphically the predicted void fraction, using Equation 4.6, as a function of kappa number at various compacting pressures. Predicted void fractions from Equation 4.6 are also compared with calculated void fractions, as shown in Figure c One should note that, all these equations are only valid for white spruce species. As shown in Figure 4.19, wood species may affect the liquid void volume. Our correlation shows a lower void fraction than literature. We conclude that the void fraction depends on both the wood species and small extent on chip size distribution (refer to Table 4.7). In contrast, the literature modeling equations (Wang and Gullichsen, 1998; Lammi, 1996; Lindqvist, 1994; Harkonen, 1987) did not adequately correlate our experimental data. The general equation (Harkonen, 1987) that literature provided is in the form of k 1 Pc = k0 + ( k2 + k ln( κ )) (4.7) 10 ε l 3

28 Chapter 4: RESULTS AND DISCUSSION 88 or can be written as k k 1 1 Pc Pc ε l = k0 + k2 + k3 ln( κ ) (4.8) where k 0, k 1, k 2 and k 3 are constants determined empirically. P c is compacting pressure (in kpa) and κ is the kappa number. The existing literature equations do not consider the effect of kappa number on the void fraction when no compacting pressure is applied Void Fraction kpa 3 kpa 5 kpa 8 kpa 10 kpa 14 kpa 18 kpa Kappa Number Figure 4.17: Predicted void fraction, by using Equation 4.6, as a function of kappa number at various compacting pressures (0 to 18 kpa).

29 Chapter 4: RESULTS AND DISCUSSION Measured Void Fraction ( - ) Predicted Void Fraction (-) Figure 4.18: Comparison of measured and predicted void fraction. Predicted void fractions are determined by Equation 4.6.

30 Chapter 4: RESULTS AND DISCUSSION Void Fraction ( - ) Wang (1998) Linqvist, mix1 (1994) Harkonen (1987) Our Correlation Compacting Pressure (kpa) Figure 4.19: Comparison between experimental correlation and selected literatures at fixed kappa number of 25 under various compacting pressures. Our correlation line is given using Equation 4.6.

31 Chapter 4: RESULTS AND DISCUSSION Pressure Drop (Flow Resistance) Effect of Superficial Velocity on Pressure Drop Pressure drop is used to characterize energy loss through packed columns. In this study, pressure drop measurement is the technique employed to study the flow resistance of white spruce chips having different chip size distributions at different kappa numbers and compacting pressures. Figure 4.20 illustrates a typical curve of pressure drop versus superficial velocity. Superficial velocity, for the range of flow rates tested, varied from 0 to 10 mm/s in the test column. An estimate of the error associated with pressure drop values was based on the standard deviation of the mean obtained by averaging the individual test points. This error is represented by error bar in Figure The general trend indicates that the relationship between pressure drop and superficial velocity is non-linear. This shows that increases in pressure drop with increased superficial velocity. In this particular case, 100% accepts at kappa number 70 and P c = 5.7 kpa, the pressure drop can be increased from 0 to 12 kpa/m as superficial velocity increases from 0 to 10 mm/s. The pressure drop is increased by increasing the compacting pressure, decreasing the kappa number and is affected by the chip size distribution at a given superficial velocity Effect of Compacting Pressure on Pressure Drop Compacting pressure is one of the factors that affect the pressure drop under similar flow velocity. Figures 4.21, 4.22, 4.23 and 4.24 illustrate how the compacting pressure affects pressure drop for the different mixture furnishes.

32 Chapter 4: RESULTS AND DISCUSSION p ( kpa/m ) Pressure D ro Superficial Velocity (mm/s) 10 Figure 4.20: Pressure drop as a function of superficial velocity for 100% white spruce accepts at kappa number of 70 and P c = 5.7 kpa. Average void fraction is Solid line is given using second order polynomial regression in Excel.

33 Chapter 4: RESULTS AND DISCUSSION p ( kpa/m ) Pressure D ro kpa 8.6 kpa 11.5 kpa 14.4 kpa 17.3 kpa Superficial Velocity (mm/s) 10 Figure 4.21: Effect of compacting pressure (kpa) on pressure drop for 100% accepts at kappa number of 48. Average void fraction for P c 5.8 kpa, 8.6 kpa, 11.5 kpa, 14.4 kpa, and 17.3 kpa are 0.403, 0.340, 0.267, 0.204, and 0.167, respectively. Solid lines are given using second order polynomial regression in Excel.

34 Chapter 4: RESULTS AND DISCUSSION 94 p ( kpa/m ) Pressure D ro kpa 8.6 kpa 11.5 kpa 14.4 kpa 17.3 kpa Superficial Velocity (mm/s) 10 Figure 4.22: Effect of compacting pressure (kpa) on pressure drop for 100% pins at kappa number of 47. Average void fraction for P c 5.8 kpa, 8.6 kpa, 11.5 kpa, 14.4 kpa, and 17.3 kpa are 0.423, 0.355, 0.299, 0.228, and 0.176, respectively. Solid lines are given using second order polynomial regression in Excel.

35 Chapter 4: RESULTS AND DISCUSSION p ( kpa/m ) Pressure D ro kpa 8.6 kpa 11.5 kpa 14.4 kpa 17.3 kpa Superficial Velocity (mm/s) 10 Figure 4.23: Effect of compacting pressure (kpa) on pressure drop for 87.5% accepts % pins at kappa number of 42. Average void fraction for P c 5.8 kpa, 8.6 kpa, 11.5 kpa, 14.4 kpa, and 17.3 kpa are 0.375, 0.280, 0.189, 0.134, and 0.096, respectively. Solid lines are given using second order polynomial regression in Excel.

36 Chapter 4: RESULTS AND DISCUSSION 96 p ( kpa/m ) Pressure D ro kpa 8.6 kpa 11.5 kpa 14.4 kpa 17.3 kpa Superficial Velocity (mm/s) 10 Figure 4.24: Effect of compacting pressure (kpa) on pressure drop for 75% accepts + 25% pins at kappa number of 43. Average void fraction for P c 5.8 kpa, 8.6 kpa, 11.5 kpa, 14.4 kpa, and 17.3 kpa are 0.388, 0.319, 0.243, 0.169, and 0.131, respectively. Solid lines are given using second order polynomial regression in Excel.

37 Chapter 4: RESULTS AND DISCUSSION 97 Pressure drop increases with increased compacting pressure at a given superficial velocity. As discusses in Section 4.2, void fraction is reduced as the loading increases Effect of kappa Number on Pressure Drop Figure 4.25 shows a typical plot of how kappa number affects the pressure drop at constant compacting pressure. This figure illustrates that a decrease in kappa number increases the pressure drop under similar flow and loading conditions. For example, at a superficial velocity of 6 mm/s, the pressure drop increases from 7 kpa/m to 20 kpa/m when kappa number drops from 69 to 24. The reason for this increased pressure drop is that cooked chips at lower kappa number are easily compressed under loading. This leads to decrease in void fraction and causes a higher flow resistance in the bed Effect of Chip Size Distribution on Pressure Drop Figures 4.26, 4.27, and 4.28 illustrate the effect of chip size distribution on pressure drop at P c =11.5 kpa and different kappa numbers. We expected that the 100% accepts will have a lower pressure drop with respect to others as they form a bed with a higher void fraction than other fractions. However, with chip mixtures, two phenomena can occur. When smaller particles are mixed into a bed of larger particles, the smaller particles can increase the column void fraction by forcing the larger particles apart. On the other hand, the smaller particles can decrease the void fraction by occupying voids between the larger chips (Dullien, 1992). In our results, it can be seen that the latter factor has dominated, e.g. at conditions of P c = 11.5 kpa and kappa number range of 65 to 70, the average void fraction for each furnishes are: 100% accepts = 0.33; 87.5% accepts % pins = 0.30; 75% accepts + 25% pins = 0.27; 100% pins = Here, the

38 Chapter 4: RESULTS AND DISCUSSION 98 mixture of accepts and pins has a higher pressure drop and lower void fraction than for the 100% pins or 100% accepts fraction. Wall effects may contribute a systematic error to the pressure drop measurements made. The wall effect (fluid channeling along the wall due to the discontinuity between the particles and the wall) increases with increasing particle size (Eisfeld and Schnitclein, 2001). Thus, fluid is expected to channel more through a bed of large particles (the accept chips) than small ones (pin chips). If channeling occurred, a lower pressure drop would be measured. Unfortunately, the magnitude of this effect is not known for our system.

39 Chapter 4: RESULTS AND DISCUSSION p ( kpa/m ) Pressure D ro kappa number = 24 kappa number = 47 kappa number = Superficial Velocity (mm/s) 10 Figure 4.25: Effect of different kappa numbers on pressure drop for 100% white spruces pins at P c = 8.6 kpa. Solid lines are given using second order polynomial regression in Excel.

40 Chapter 4: RESULTS AND DISCUSSION Pressure Drop ( kpa/m ) % accepts (kappa no. = 70) 87.5% accepts % pins (kappa no. = 66) 75% accepts + 25% pins (kappa no. = 65) 100% pins (kappa no. = 69) Superficial Velocity (mm/s) Figure 4.26: Effect of chip size distribution on pressure drop. Conditions at: P c = 11.5 kpa and kappa number range of 65 to 70. The average void fraction for each furnishes are: 100% accepts = 0.33; 87.5% accepts % pins = 0.30; 75% accepts + 25% pins = 0.27; 100% pins = Solid lines are given using second order polynomial regression in Excel.

41 Chapter 4: RESULTS AND DISCUSSION 101 p ( kpa/m ) Pressure Dro % accepts (kappa no. = 48) 87.5% accepts % pins (kappa no.= 42) 75% accepts + 25% pins (kappa no. = 43) 100% pins (kappa no. = 48) Superficial Velocity (mm/s) Figure 4.27: Effect of chip size distribution on pressure drop. Conditions at: P c = 11.5 kpa and kappa number range of 42 to 48. The average void fraction for each furnishes are: 100% accepts = 0.27; 87.5% accepts % pins = 0.24; 75% accepts + 25% pins = 0.19; 100% pins = Solid lines are given using second order polynomial regression in Excel.

42 Chapter 4: RESULTS AND DISCUSSION Pressure Drop (kpa/m) % accepts (kappa no. = 24) Superficial Velocity (mm/s) 87.5% accepts % pins (kappa no. = 22) 75% accepts + 25% pins (kappa no.= 23) 100% pins (kappa no. = 24) Figure 4.28: Effect of chip size distribution on pressure drop. Conditions at: P c = 11.5 kpa and kappa number range of 22 to 24. The average void fraction for each furnishes are: 100% accepts = 0.20; 87.5% accepts % pins = 0.15; 75% accepts + 25% pins = 0.19; 100% pins = Solid lines are given using second order polynomial regression in Excel.

43 Chapter 4: RESULTS AND DISCUSSION Comparison between Experimental and Literature Results Experimental data (pressure drop, superficial velocity, and void fraction) were correlated based on the Ergun equation (1952) with the particle diameter and the fluid properties are grouped into the coefficients R 1 and R 2 following Harkonen s procedure (1987). Thus dp dl 2 ( 1 ε ) ( 1 ε ) 2 = R1 U + R2 U (4.9) ε ε l 3 l l 3 l where dp/dl is pressure drop in Pa/m, U is superficial velocity in m/s, ε l is the average void fraction, and R 1 and R 2 are empirical coefficients. However, one should note that R 1 and R 2 obtained from Equation 4.9 will be different from literature values. Since R 1 and R 2 are dependent on the particle geometry and particle size distribution and they are inversely proportional to d p 2 and d p, respectively. By using Equation 4.9 the experimental data are correlated with correlation coefficient (R 2 ) ranging from 0.74 to The results are shown in Table 4.9 for the four furnishes studied. Table 4.9: R 1 and R 2 values found based on Equation 4.9 for different chip size fractions of cooked chips at kappa numbers 20 to 180. Size fraction R 1 R 2 R 2 100% pins % accepts + 25% pins % accepts % pins % accepts Figure 4.29 shows a plot of pressure drop as a function of superficial velocity and chip size distribution under the conditions at kappa number 60 and compacting pressure 8.6 kpa. The void fraction is determined by using Equation 4.6 under the conditions stated above and found to be As you can see in Figure 4.29, having the same void fraction for each chip size distribution, we found that 100% pins gave a higher pressure drop. It is expected since R 2 value of 100% pins is much higher than others, as shown in Table 4.9. It means that 100% pins

44 Chapter 4: RESULTS AND DISCUSSION 104 experience more kinetic loss than other chip size distributions due to the small dimensions of the pin chips. Harkonen s (1987) pressure drop equation is widely used (example, Saltin, 1992 and He et al., 1999) to model digesters. Therefore, we selected this equation to compare to our results. Other correlation such as Lindqvist (1994), Lammi (1996) and Wang et al. (1998) are not used in the comparison because their equations contain negative values of R 2 which are inconsistent with our findings. Our findings show a number of distinct differences from those reported by Harkonen (1987), as shown in Figure We found that our correlation predicts a higher pressure drop than Harkonen s prediction. The possible reason for the discrepancy could be the use of difference wood species, chip size distribution, and chip geometries. Moreover, Harkonen performed the experiments at a temperature of C (µ = kg/m s, ρ = 885 kg/m 3 ) using water. While our test were made at 23 0 C (µ = kg/m s, ρ = kg/m 3 ). This will impact the values of R 1 and R 2 found. Therefore, instead of using R 1 and R 2, we should use A and B constants which are not dependent on fluid properties and particle diameter. Section discusses the use of A and B constants. Comparison between the experimental measured and predicted pressure drop of all four furnishes using Equation 4.9 are made in Figure 4.30 to Figure R 1 and R 2 are found in Table 4.9.

45 Chapter 4: RESULTS AND DISCUSSION (1) 100% pins p ( kpa/m) Pressure Dro (2) 75% accepts + 25% pins (3) 87.5% accepts % pins (4) 100% accepts (5) Harkonen (1987) (1) (2) (3) (4) (5) Superficial Velocity (mm/s) Figure 4.29: Comparison between the pressure drop of experimental results and Harkonen (1987) with superficial velocities ranging from 0 to 10 mm/s. Void fraction is determined based on compacting pressure 8.6 kpa and kappa number 60 and calculated using Equation 4.6 and found to be

46 Chapter 4: RESULTS AND DISCUSSION p (kpa/m) Predicted Pressure Dro Measured Pressure Drop (kpa/m) Figure 4.30: Comparison of predicted and experimental measured pressure drop of 100% pins. Predicted pressure drop are obtained by using Equation 4.9 with R 1 and R 2 found in Table 4.9.

47 Chapter 4: RESULTS AND DISCUSSION p, kpa/m Predicted Pressure Dro Measured Pressure Drop, kpa/m Figure 4.31: Comparison of predicted and experimental measured pressure drop of 100% accepts. Predicted pressure drop are obtained by using Equation 4.9 with R 1 and R 2 found in Table 4.9.

48 Chapter 4: RESULTS AND DISCUSSION p (kpa/m) Predicted Pressure Dro Measured Pressure Drop (kpa/m) Figure 4.32: Comparison of predicted and experimental measured pressure drop of 75% accepts + 25% pins. Predicted pressure drop are obtained by using Equation 4.9 with R 1 and R 2 found in Table 4.9.

49 Chapter 4: RESULTS AND DISCUSSION p ( kpa/m ) Predicted Pressure D ro Measured Pressure Drop (kpa/m) Figure 4.33: Comparison of predicted and experimental measured pressure drop of 87.5% accepts % pins. Predicted pressure drop are obtained by using Equation 4.9 with R 1 and R 2 found in Table 4.9.

50 Chapter 4: RESULTS AND DISCUSSION Comparison with Ergun Equation (1952) Ergun (1952) equation can be fitted to a relationship like that of Equation 4.9, but include the particle diameter and fluid properties, as follows: dp dl 2 ( 1 ε ) ρ ( 1 ε ) 2 µ l l = A U + B U (4.10) d d p ε p ε l l where d p is the particle diameter, ρ is the density of fluid, µ is the viscosity of fluid, and A and B are the empirical coefficients. In Ergun s work, spherical particles were used and yielded Equation 4.10 with A and B to be 150 and 1.75, respectively. In our work, the chips have a wide size distribution and have irregular geometries. Therefore, we used Sauter mean diameter to determine the equivalent diameter of the wood chips (see Appendix B). The empirical coefficients of A and B for experimental data of cooked chips are shown in Table These findings show that A values for mixtures and 100% accepts are about 15 times more than Ergun s constant. Although the reason for this is not clear, there are still some contributing factors that lead to shortcomings of using the Ergun equation to predict the average chip size. Two questions should be considered and could be the answers for this shortcoming. First, should the effect of the column diameter be included in the analysis? Since it is known that in packed beds of low column diameter, non-uniform liquid distribution near the wall could be experienced (Yin et al., 2000; Winterberg and Tsotsas, 2000; Chu and Ng, 1989). Second, should a measure of the packing arrangement and particle size distribution be included in Ergun equation? Recent work (Schulze et al., 1999) on groundwater flow in natural soils also suggests the need for inclusion of a measure of the heterogeneity of the porous medium in Ergun equation. However, such properties are difficult to quantify, and to date, have not been successfully included in correlations of fluid flow in packed beds (Schulze et al., 1999).

51 Chapter 4: RESULTS AND DISCUSSION 111 For the parameter B, which corresponds to the loss of kinetic energy due to inertial forces, the scatter is great as well. It can be seen that 27 < B < 60 with an average of 39.5 for all the our experiments. The values of B are clearly greater than for spheres (B = 1.75) found by Ergun (1952) and parallelepipedal particles (2.73 < B < 12.2) found by Comiti and Renaud (1989). A possible explanation for this discrepancy is that for packed bed of cooked chips in a vertical cylindrical column, the mean orientation of the cooked chips (considered as parallelepipedal particles) is nearly perpendicular to the flow direction. It is assumed that a jettype flow occurs when the fluid meets the main face of the cooked chips. The thinner the cooked chips, the greater the number of particles layers and, consequently, the greater the jet frequency which causes large deviation of kinetic energy losses (Comiti and Renaud, 1989). Table 4.10: A and B values found based on Equation 4.10 for different chip size fractions of cooked chips. Size fraction (cooked chips) A B Measured d p (m) 100% pins % accepts + 25% pins % accepts % pins % accepts Can Uncooked Chips Pressure Drop be Used to Predict Cooked Chips? Pressure drop of uncooked chips at different chip size distributions were also studied, as shown in Figure The average void fraction of all four size distributions were determined to be Experimental data were correlated by using Equation 4.9 to find R 1 and R 2. Equation 4.10 was used to find A and B constants. Table 4.11 shows the results of R 1, R 2, A, and B for uncooked chips. Comparing the data in Table 4.10 of cooked chips and Table 4.11 of uncooked chips, A and B values are different for a given chip size distribution. Therefore, we conclude that pressure drop from uncooked chips can not be used to predict the pressure drop of cooked chips.

52 Chapter 4: RESULTS AND DISCUSSION 112 There are couple of reasons which could be responsible for this. First, pressure drop data of uncooked chips are correlated only with a single void fraction, e.g However, in cooked chips, void fraction is changed by different kappa number, compacting pressure, and superficial velocity. In turns, this affects the pressure drop. Moreover, cooked chips data are correlated with wide range of void fraction, e.g. between and Second, there could be a difference in geometries and dimensions between the cooked and uncooked chips. Unfortunately we can not quantify how much the difference between them, however we observed the dimensions changed for low kappa number cooked chips, e.g. kappa number 20. Third, uncooked chips formed a stable and incompressible column, while cooked chips are more flexible and compressible. Table 4.11: R 1 and R 2 values found based on Equation 4.9 for different chip size fractions of uncooked chips. Size fraction R 1 R 2 A B R 2 (uncooked chips) 100% pins % accepts + 25% pins % accepts % pins % accepts

53 Chapter 4: RESULTS AND DISCUSSION 113 Pressure Drop (kpa/m) % pins 75% accepts + 25% pins 87.5% accepts % pins 100% accepts Superficial Velocity (mm/s) Figure 4.34: Pressure drop vs. superficial velocity of uncooked chips at different chip size distributions. All four size distributions have an average void fraction of Solid lines are given using Equation 4.9 with variables found in Table 4.11.

54 Chapter 4: RESULTS AND DISCUSSION Chip Bed Uniformity In order to investigate why the Ergun equation can not adequately correlate our data, one sample (100% accepts at kappa number 48) was used to measure the local void fraction along the column height. The technique we used is to divide the column into four sections. At the top of every section, we put a smart chip as a marker. We measured the local void fraction based on the density method. In this study, we compressed the bed with three compacting pressures: 5.8, 11.5, and 17.3 kpa. Once the bed was compressed, it took about 10 minutes to reach equilibrium compression. After stabilization, we set a flowrate through the bed and measured the local void fraction using the marker chips. As you can see in Table 4.12, the local void fraction differed with height. As more loading was applied, the local void fraction is decreased significantly, noticeably at the upper and lower section. The pressure drop will be higher when void fraction is lower. Pressure drop was calculated by using our correlation (Equation 4.9) we developed with two cases: local void fraction and average void fraction. Table 4.12 shows the results of these tests. As you can see, the calculated pressure drop using local void fraction and average void fraction can be significantly different, particular at higher compacting pressures and flowrate. This will affect the accuracy of the correlation we developed, since we correlated the data using the average void volume in the column. Consequently, the Ergun equation must be used cautiously when applied to chip beds as it does not take into account the compressibility effects. Thus, the Ergun equation should be integrated over the column height to properly account for the compressibility of the chips. As this appears to be non-uniform in our tests, a method to measure the local void fraction must be developed.

55 Chapter 4: RESULTS AND DISCUSSION 115 Table 4.12: Test results of chip bed uniformity. Pressure drop are calculated using local void fraction and average void fraction. Pc = 0 kpa; U = 0 mm/s Height (cm) Relative H (cm) Liquid local void fraction Calculated local pressure drop (Pa) Total Sum = 0 Pc = 5.76 kpa; U = 1.0 mm/s Total Sum = 69.6 Average void fraction = Calculated pressure drop = 0 Pa Average void fraction = Calculated pressure drop = 58.3 Pa % diff = 19.4% Pc = 5.76 kpa; U = 8.34 mm/s Total Sum = 1705 Pc = 11.5 kpa; U = 1.5 mm/s Total Sum = 560 Average void fraction = Calculated pressure drop = 1561 Pa % diff = 9.2% Average void fraction = Calculated pressure drop = 357 Pa % diff = 56.7% Pc = 11.5 kpa; U = 5.3 mm/s Total Sum = Average void fraction = Calculated pressure drop = 7894 Pa % diff = 32.3%

Technical Report TR

Technical Report TR Simulation-Based Engineering Lab University of Wisconsin-Madison Technical Report TR-2016-17 Using the Complementarity and Penalty Methods for Solving Frictional Contact Problems in Chrono: Validation

More information

Paper No. : 04 Paper Title: Unit Operations in Food Processing Module- 18: Circulation of fluids through porous bed

Paper No. : 04 Paper Title: Unit Operations in Food Processing Module- 18: Circulation of fluids through porous bed Paper No. : 04 Paper Title: Unit Operations in Food Processing Module- 18: Circulation of fluids through porous bed 18.1 Introduction A typical packed bed is a cylindrical column that is filled with a

More information

Recap: Introduction 12/1/2015. EVE 402 Air Pollution Generation and Control. Adsorption

Recap: Introduction 12/1/2015. EVE 402 Air Pollution Generation and Control. Adsorption EVE 402 Air Pollution Generation and Control Chapter #6 Lectures Adsorption Recap: Solubility: the extent of absorption into the bulk liquid after the gas has diffused through the interface An internal

More information

COMSOL Multiphysics Simulation of 3D Single- hase Transport in a Random Packed Bed of Spheres

COMSOL Multiphysics Simulation of 3D Single- hase Transport in a Random Packed Bed of Spheres COMSOL Multiphysics Simulation of 3D Single- hase Transport in a Random Packed Bed of Spheres A G. Dixon *1 1 Department of Chemical Engineering, Worcester Polytechnic Institute Worcester, MA, USA *Corresponding

More information

Particle resuspension

Particle resuspension 86 Chapter 6 Particle resuspension 6.1 Motivation In previous chapters, the relative effective viscosity of a flow with particles denser than the interstitial liquid was discussed. Such results show that

More information

8.1. What is meant by the shear strength of soils? Solution 8.1 Shear strength of a soil is its internal resistance to shearing stresses.

8.1. What is meant by the shear strength of soils? Solution 8.1 Shear strength of a soil is its internal resistance to shearing stresses. 8.1. What is meant by the shear strength of soils? Solution 8.1 Shear strength of a soil is its internal resistance to shearing stresses. 8.2. Some soils show a peak shear strength. Why and what type(s)

More information

Name : Applied Physics II Exam One Winter Multiple Choice ( 7 Points ):

Name :   Applied Physics II Exam One Winter Multiple Choice ( 7 Points ): Name : e-mail: Applied Physics II Exam One Winter 2006-2007 Multiple Choice ( 7 Points ): 1. Pure nitrogen gas is contained in a sealed tank containing a movable piston. The initial volume, pressure and

More information

Permeability of Dual-Structured Porous Media

Permeability of Dual-Structured Porous Media 56 The Open Transport Phenomena Journal, 2011, 3, 56-61 Permeability of Dual-Structured Porous Media Open Access Ehsan Khajeh * and Daan M. Maijer Department of Materials Engineering, The University of

More information

Lecturer, Department t of Mechanical Engineering, SVMIT, Bharuch

Lecturer, Department t of Mechanical Engineering, SVMIT, Bharuch Fluid Mechanics By Ashish J. Modi Lecturer, Department t of Mechanical Engineering, i SVMIT, Bharuch Review of fundamentals Properties of Fluids Introduction Any characteristic of a system is called a

More information

PERMEABILITY AND THE STRUCTURE OF POROSITY IN PARTICULATE MATERIALS

PERMEABILITY AND THE STRUCTURE OF POROSITY IN PARTICULATE MATERIALS PERMEABILITY AND THE STRUCTURE OF POROSITY IN PARTICULATE MATERIALS A thesis submitted for fulfilment of the requirements for the award of the degree of Doctor of Philosophy from The University of Newcastle

More information

Calculation and analysis of internal force of piles excavation supporting. based on differential equation. Wei Wang

Calculation and analysis of internal force of piles excavation supporting. based on differential equation. Wei Wang International Conference on Energy and Environmental Protection (ICEEP 016) Calculation and analysis of internal force of piles excavation supporting based on differential equation Wei Wang School of Prospecting

More information

CPO Science Foundations of Physics. Unit 8, Chapter 27

CPO Science Foundations of Physics. Unit 8, Chapter 27 CPO Science Foundations of Physics Unit 8, Chapter 27 Unit 8: Matter and Energy Chapter 27 The Physical Properties of Matter 27.1 Properties of Solids 27.2 Properties of Liquids and Fluids 27.3 Properties

More information

A non-linear elastic/perfectly plastic analysis for plane strain undrained expansion tests

A non-linear elastic/perfectly plastic analysis for plane strain undrained expansion tests Bolton, M. D. & Whittle, R. W. (999). GeÂotechnique 49, No., 33±4 TECHNICAL NOTE A non-linear elastic/perfectly plastic analysis for plane strain undrained expansion tests M. D. BOLTON and R. W. WHITTLE{

More information

Studies on flow through and around a porous permeable sphere: II. Heat Transfer

Studies on flow through and around a porous permeable sphere: II. Heat Transfer Studies on flow through and around a porous permeable sphere: II. Heat Transfer A. K. Jain and S. Basu 1 Department of Chemical Engineering Indian Institute of Technology Delhi New Delhi 110016, India

More information

Compressible Flow Through Porous Media with Application to Injection

Compressible Flow Through Porous Media with Application to Injection Compressible Flow Through Porous Media with Application to Injection B. E. Schmidt Internal Report for Caltech Hypersonics Group FM 014.001 California Institute of Technology, 100 E California Blvd, Pasadena,

More information

Chemical Engineering Journal

Chemical Engineering Journal Chemical Engineering Journal 158 (2010) 51 60 Contents lists available at ScienceDirect Chemical Engineering Journal journal homepage: www.elsevier.com/locate/cej Liquor flow in a model kraft batch digester

More information

Topic 8: Flow in Packed Beds

Topic 8: Flow in Packed Beds Topic 8: Flow in Packed Beds Class Notes - Chapter 6.4 (Transport Phenomena) Friction factor correlations are available for a variety of systems. One complex system of considerable interest in chemical

More information

DISPLACEMENT WASHING OF KRAFT PULP WITH AQUEOUS SOLUTIONS OF SURFACTANTS

DISPLACEMENT WASHING OF KRAFT PULP WITH AQUEOUS SOLUTIONS OF SURFACTANTS CELLULOSE CHEMISTRY AND TECHNOLOGY DISPLACEMENT WASHING OF KRAFT PULP WITH AQUEOUS SOLUTIONS OF SURFACTANTS FRANTIŠEK POTŮČEK and IDA SKOTNICOVÁ University of Pardubice, Faculty of Chemical Technology,

More information

Technical Report TR

Technical Report TR Simulation-Based Engineering Lab University of Wisconsin-Madison Technical Report TR-2016-16 Using the Complementarity and Penalty Methods for Solving Frictional Contact Problems in Chrono: Validation

More information

Chapter 11: Heat Exchangers. Dr Ali Jawarneh Department of Mechanical Engineering Hashemite University

Chapter 11: Heat Exchangers. Dr Ali Jawarneh Department of Mechanical Engineering Hashemite University Chapter 11: Heat Exchangers Dr Ali Jawarneh Department of Mechanical Engineering Hashemite University Objectives When you finish studying this chapter, you should be able to: Recognize numerous types of

More information

Part I.

Part I. Part I bblee@unimp . Introduction to Mass Transfer and Diffusion 2. Molecular Diffusion in Gasses 3. Molecular Diffusion in Liquids Part I 4. Molecular Diffusion in Biological Solutions and Gels 5. Molecular

More information

Chapter 10. Gases. The Gas Laws

Chapter 10. Gases. The Gas Laws Page 1 of 12 10.1 Characteristics of Gases. Chapter 10. Gases. All substances have three phases; solid, liquid and gas. Substances that are liquids or solids under ordinary conditions may also exist as

More information

Calculation types: drained, undrained and fully coupled material behavior. Dr Francesca Ceccato

Calculation types: drained, undrained and fully coupled material behavior. Dr Francesca Ceccato Calculation types: drained, undrained and fully coupled material behavior Dr Francesca Ceccato Summary Introduction Applications: Piezocone penetration (CPTU) Submerged slope Conclusions Introduction Porous

More information

CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer

CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer You are assigned to design a fallingcylinder viscometer to measure the viscosity of Newtonian liquids. A schematic

More information

Exercise: concepts from chapter 8

Exercise: concepts from chapter 8 Reading: Fundamentals of Structural Geology, Ch 8 1) The following exercises explore elementary concepts associated with a linear elastic material that is isotropic and homogeneous with respect to elastic

More information

ALCT Measurement Principles

ALCT Measurement Principles Current-based Measurements At a basic electronics level, a liquid crystal sample cell may be modeled as a combination dynamic capacitor and resistor in parallel. As such, the majority of ALCT measurements

More information

Validating continuous kraft digester kinetic models

Validating continuous kraft digester kinetic models ACC2-AIChE7 Validating continuous kraft digester kinetic models Niclas Andersson, David I. Wilson and Ulf Germgård Karlstad University, Sweden Keywords: Kraft pulping; kinetic models; model validation,

More information

Flow and Transport. c(s, t)s ds,

Flow and Transport. c(s, t)s ds, Flow and Transport 1. The Transport Equation We shall describe the transport of a dissolved chemical by water that is traveling with uniform velocity ν through a long thin tube G with uniform cross section

More information

Impact of Water on the Structural Performance of Pavements

Impact of Water on the Structural Performance of Pavements Impact of Water on the Structural Performance of Pavements S. Erlingsson Highway Engineering, VTI The Swedish National Road and Transport Research Institute, Linköping, Sweden & Faculty of Civil and Environmental

More information

MASS TRANSPORT Macroscopic Balances for Multicomponent Systems

MASS TRANSPORT Macroscopic Balances for Multicomponent Systems TRANSPORT PHENOMENA MASS TRANSPORT Macroscopic Balances for Multicomponent Systems Macroscopic Balances for Multicomponent Systems 1. The Macroscopic Mass Balance 2. The Macroscopic Momentum and Angular

More information

Chapter 7 Permeability and Seepage

Chapter 7 Permeability and Seepage Permeability and Seepage - N. Sivakugan (2005) 1 7.1 INTRODUCTION Chapter 7 Permeability and Seepage Permeability, as the name implies (ability to permeate), is a measure of how easily a fluid can flow

More information

Chapter 10 Gases Characteristics of Gases Elements that exist as gases: Noble gases, O 2, N 2,H 2, F 2 and Cl 2. (For compounds see table 10.

Chapter 10 Gases Characteristics of Gases Elements that exist as gases: Noble gases, O 2, N 2,H 2, F 2 and Cl 2. (For compounds see table 10. Chapter 10 Gases 10.1 Characteristics of Gases Elements that exist as gases: Noble gases, O 2, N 2,H 2, F 2 and Cl 2. (For compounds see table 10.1) Unlike liquids and solids, gases expand to fill their

More information

Fluid Mechanics Theory I

Fluid Mechanics Theory I Fluid Mechanics Theory I Last Class: 1. Introduction 2. MicroTAS or Lab on a Chip 3. Microfluidics Length Scale 4. Fundamentals 5. Different Aspects of Microfluidcs Today s Contents: 1. Introduction to

More information

Chapter 15: Fluids. Mass Density = Volume. note : Fluids: substances which flow

Chapter 15: Fluids. Mass Density = Volume. note : Fluids: substances which flow Fluids: substances which flow Chapter 5: Fluids Liquids: take the shape of their container but have a definite volume Gases: take the shape and volume of their container Density m ρ = V Mass Density =

More information

Chapter 10 States of Matter

Chapter 10 States of Matter Chapter 10 States of Matter 1 Section 10.1 The Nature of Gases Objectives: Describe the assumptions of the kinetic theory as it applies to gases. Interpret gas pressure in terms of kinetic theory. Define

More information

Finite Element and Plate Theory Modeling of Acoustic Emission Waveforms. NASA Langley Research Center. Hampton, VA *University of Denver

Finite Element and Plate Theory Modeling of Acoustic Emission Waveforms. NASA Langley Research Center. Hampton, VA *University of Denver Finite Element and Plate Theory Modeling of Acoustic Emission Waveforms W. H. Prosser, M. A. Hamstad + *, J. Gary +, and A. O Gallagher + NASA Langley Research Center Hampton, VA 23681-1 *University of

More information

Separation Processes: Filtration

Separation Processes: Filtration Separation Processes: Filtration ChE 4M3 Kevin Dunn, 2014 kevin.dunn@mcmaster.ca http://learnche.mcmaster.ca/4m3 Overall revision number: 305 (September 2014) 1 Copyright, sharing, and attribution notice

More information

Fluid Mechanics-61341

Fluid Mechanics-61341 An-Najah National University College of Engineering Fluid Mechanics-61341 Chapter [1] Fundamentals 1 The Book (Elementary Fluid Mechanics by Street, Watters and Vennard) Each chapter includes: Concepts

More information

SIMULATION OF FLOW IN A RADIAL FLOW FIXED BED REACTOR (RFBR)

SIMULATION OF FLOW IN A RADIAL FLOW FIXED BED REACTOR (RFBR) SIMULATION OF FLOW IN A RADIAL FLOW FIXED BED REACTOR (RFBR) Aqeel A. KAREERI, Habib H. ZUGHBI, *, and Habib H. AL-ALI * Ras Tanura Refinery, SAUDI ARAMCO, Saudi Arabia * Department of Chemical Engineering,

More information

CHAPTER 1 Fluids and their Properties

CHAPTER 1 Fluids and their Properties FLUID MECHANICS Gaza CHAPTER 1 Fluids and their Properties Dr. Khalil Mahmoud ALASTAL Objectives of this Chapter: Define the nature of a fluid. Show where fluid mechanics concepts are common with those

More information

UNITS AND DEFINITIONS RELATED TO BIOMECHANICAL AND ELECTROMYOGRAPHICAL MEASUREMENTS

UNITS AND DEFINITIONS RELATED TO BIOMECHANICAL AND ELECTROMYOGRAPHICAL MEASUREMENTS APPENDIX B UNITS AND DEFINITIONS RELATED TO BIOMECHANICAL AND ELECTROMYOGRAPHICAL MEASUREMENTS All units used are SI (Système International d Unités). The system is based on seven well-defined base units

More information

Sound Waves. Sound waves are longitudinal waves traveling through a medium Sound waves are produced from vibrating objects.

Sound Waves. Sound waves are longitudinal waves traveling through a medium Sound waves are produced from vibrating objects. Sound Waves Sound waves are longitudinal waves traveling through a medium Sound waves are produced from vibrating objects Introduction Sound Waves: Molecular View When sound travels through a medium, there

More information

THE INFLUENCE OF IN-PLANE DENSITY VARIATION ON ENGINEERING PROPERTIES OF ORIENTED STRANDBOARD: A FINITE ELEMENT SIMULATION

THE INFLUENCE OF IN-PLANE DENSITY VARIATION ON ENGINEERING PROPERTIES OF ORIENTED STRANDBOARD: A FINITE ELEMENT SIMULATION Proceedings of McMat5: 5 Joint ASME/ASCE/SES Conference on Mechanics and Materials June 1-3, 5, Baton Rouge, Louisiana, USA 255 THE INFLUENCE OF IN-PLANE DENSITY VARIATION ON ENGINEERING PROPERTIES OF

More information

Number of pages in the question paper : 05 Number of questions in the question paper : 48 Modeling Transport Phenomena of Micro-particles Note: Follow the notations used in the lectures. Symbols have their

More information

Mechanics of Materials II. Chapter III. A review of the fundamental formulation of stress, strain, and deflection

Mechanics of Materials II. Chapter III. A review of the fundamental formulation of stress, strain, and deflection Mechanics of Materials II Chapter III A review of the fundamental formulation of stress, strain, and deflection Outline Introduction Assumtions and limitations Axial loading Torsion of circular shafts

More information

Simulation of mixing of heterogeneous HE components

Simulation of mixing of heterogeneous HE components Chapter Simulation of mixing of heterogeneous HE components The majority on high explosives (HEs) used are blend ones. Properties of components differ that produces interaction on the grain scale (mesoprocesses).

More information

PHYSICS 102N Spring Week 2 Solids and Liquids

PHYSICS 102N Spring Week 2 Solids and Liquids PHYSICS 102N Spring 2009 Week 2 Solids and Liquids Condensed Matter Common feature: Atoms/molecules are tightly packed together (equilibrium distance) Any closer: Repulsion due to electromagnetic interaction

More information

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts.

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts. NORMAL STRESS The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts. σ = force/area = P/A where σ = the normal stress P = the centric

More information

Codal Provisions IS 1893 (Part 1) 2002

Codal Provisions IS 1893 (Part 1) 2002 Abstract Codal Provisions IS 1893 (Part 1) 00 Paresh V. Patel Assistant Professor, Civil Engineering Department, Nirma Institute of Technology, Ahmedabad 38481 In this article codal provisions of IS 1893

More information

Ch 5 Strength and Stiffness of Sands

Ch 5 Strength and Stiffness of Sands Ch. 5 - Strength and Stiffness of Sand Page 1 Ch 5 Strength and Stiffness of Sands Reading Assignment Ch. 5 Lecture Notes Sections 5.1-5.7 (Salgado) Other Materials Homework Assignment Problems 5-9, 5-12,

More information

Filtration. Praktikum Mechanical Engineering. Spring semester 2016

Filtration. Praktikum Mechanical Engineering. Spring semester 2016 Praktikum Mechanical Engineering Spring semester 2016 Filtration Supervisor: Anastasia Spyrogianni ML F24 spyrogianni@ptl.mavt.ethz.ch Tel.: 044 632 39 52 1 1 Table of Contents 1 TABLE OF CONTENTS... 2

More information

Chapter 2 Mass Transfer Coefficient

Chapter 2 Mass Transfer Coefficient Chapter 2 Mass Transfer Coefficient 2.1 Introduction The analysis reported in the previous chapter allows to describe the concentration profile and the mass fluxes of components in a mixture by solving

More information

Liquids and solids are essentially incompressible substances and the variation of their density with pressure is usually negligible.

Liquids and solids are essentially incompressible substances and the variation of their density with pressure is usually negligible. Properties of Fluids Intensive properties are those that are independent of the mass of a system i.e. temperature, pressure and density. Extensive properties are those whose values depend on the size of

More information

AERO 214. Lab II. Measurement of elastic moduli using bending of beams and torsion of bars

AERO 214. Lab II. Measurement of elastic moduli using bending of beams and torsion of bars AERO 214 Lab II. Measurement of elastic moduli using bending of beams and torsion of bars BENDING EXPERIMENT Introduction Flexural properties of materials are of interest to engineers in many different

More information

Chemical Reaction Engineering. Lecture 7

Chemical Reaction Engineering. Lecture 7 hemical Reaction Engineering Lecture 7 Home problem: nitroaniline synthesis the disappearance rate of orthonitrochlorobenzene [ ] d ONB ra k ONB NH dt Stoichiometric table: [ ][ ] 3 hange Remaining* oncentration**

More information

Fluid Mechanics Abdusselam Altunkaynak

Fluid Mechanics Abdusselam Altunkaynak Fluid Mechanics Abdusselam Altunkaynak 1. Unit systems 1.1 Introduction Natural events are independent on units. The unit to be used in a certain variable is related to the advantage that we get from it.

More information

CHEM-E2105. Wood and Wood Products

CHEM-E2105. Wood and Wood Products CHEM-E2105 Wood and Wood Products Cell wall and mass-volume relationships Mark Hughes 2 nd February 2016 The wood cell wall Mass-volume relationships Today Composition of the cell wall Chemical composition

More information

MECHANICAL PROPERTIES OF FLUIDS:

MECHANICAL PROPERTIES OF FLUIDS: Important Definitions: MECHANICAL PROPERTIES OF FLUIDS: Fluid: A substance that can flow is called Fluid Both liquids and gases are fluids Pressure: The normal force acting per unit area of a surface is

More information

EXPERIMENT 17. To Determine Avogadro s Number by Observations on Brownian Motion. Introduction

EXPERIMENT 17. To Determine Avogadro s Number by Observations on Brownian Motion. Introduction EXPERIMENT 17 To Determine Avogadro s Number by Observations on Brownian Motion Introduction In 1827 Robert Brown, using a microscope, observed that very small pollen grains suspended in water appeared

More information

Further Applications of Newton s Laws - Friction Static and Kinetic Friction

Further Applications of Newton s Laws - Friction Static and Kinetic Friction urther pplications of Newton s Laws - riction Static and Kinetic riction The normal force is related to friction. When two surfaces slid over one another, they experience a force do to microscopic contact

More information

2, where dp is the constant, R is the radius of

2, where dp is the constant, R is the radius of Dynamics of Viscous Flows (Lectures 8 to ) Q. Choose the correct answer (i) The average velocity of a one-dimensional incompressible fully developed viscous flow between two fixed parallel plates is m/s.

More information

BIOEN LECTURE 18: VISCOELASTIC MODELS

BIOEN LECTURE 18: VISCOELASTIC MODELS BIOEN 326 2013 LECTURE 18: VISCOELASTIC MODELS Definition of Viscoelasticity. Until now, we have looked at time-independent behaviors. This assumed that materials were purely elastic in the conditions

More information

Center of Mass & Linear Momentum

Center of Mass & Linear Momentum PHYS 101 Previous Exam Problems CHAPTER 9 Center of Mass & Linear Momentum Center of mass Momentum of a particle Momentum of a system Impulse Conservation of momentum Elastic collisions Inelastic collisions

More information

The Behaviour of Gases

The Behaviour of Gases INTRAMOLECULAR VS. INTERMOLECULAR FORCES LEARNING GOAL: to understand why gases behave the way they do The Behaviour of Gases intramolecular chemical changes: breaking and forming of INTRAMOLECULAR FORCES

More information

Why study gases? A Gas 10/17/2017. An understanding of real world phenomena. An understanding of how science works.

Why study gases? A Gas 10/17/2017. An understanding of real world phenomena. An understanding of how science works. Kinetic Theory and the Behavior of Ideal & Real Gases Why study gases? n understanding of real world phenomena. n understanding of how science works. Gas Uniformly fills any container. Mixes completely

More information

Coolant Flow and Heat Transfer in PBMR Core With CFD

Coolant Flow and Heat Transfer in PBMR Core With CFD Heikki Suikkanen GEN4FIN 3.10.2008 1/ 27 Coolant Flow and Heat Transfer in PBMR Core With CFD Heikki Suikkanen Lappeenranta University of Technology Department of Energy and Environmental Technology GEN4FIN

More information

Laboratory 7 Measurement on Strain & Force. Department of Mechanical and Aerospace Engineering University of California, San Diego MAE170

Laboratory 7 Measurement on Strain & Force. Department of Mechanical and Aerospace Engineering University of California, San Diego MAE170 Laboratory 7 Measurement on Strain & Force Department of Mechanical and Aerospace Engineering University of California, San Diego MAE170 Megan Ong Diana Wu Wong B01 Tuesday 11am May 17 th, 2015 Abstract:

More information

Fluid Mechanics. du dy

Fluid Mechanics. du dy FLUID MECHANICS Technical English - I 1 th week Fluid Mechanics FLUID STATICS FLUID DYNAMICS Fluid Statics or Hydrostatics is the study of fluids at rest. The main equation required for this is Newton's

More information

6. Expressions for Describing Steady Shear Non-Newtonian Flow

6. Expressions for Describing Steady Shear Non-Newtonian Flow Non-Newtonian Flows Modified from the Comsol ChE Library module. Rev 10/15/08 2:30PM Modified by Robert P. Hesketh, Chemical Engineering, Rowan University Fall 2008 http://ciks.cbt.nist.gov/~garbocz/sp946/node8.htm

More information

Satish Chandra. Unit I, REAL GASES. Lecture Notes Dated: Dec 08-14, Vander-Waals Gas

Satish Chandra. Unit I, REAL GASES. Lecture Notes Dated: Dec 08-14, Vander-Waals Gas Vander-Waals Gas Lecture Notes Dated: Dec 08-14, 01 Many equations have been proposed which describe the pvt relations of real gases more accurately than does the equation of state of an ideal gas. Some

More information

10 minutes reading time is allowed for this paper.

10 minutes reading time is allowed for this paper. EGT1 ENGINEERING TRIPOS PART IB Tuesday 31 May 2016 2 to 4 Paper 4 THERMOFLUID MECHANICS Answer not more than four questions. Answer not more than two questions from each section. All questions carry the

More information

Equilibrium. the linear momentum,, of the center of mass is constant

Equilibrium. the linear momentum,, of the center of mass is constant Equilibrium is the state of an object where: Equilibrium the linear momentum,, of the center of mass is constant Feb. 19, 2018 the angular momentum,, about the its center of mass, or any other point, is

More information

ENGINEERING OF NUCLEAR REACTORS. Fall December 17, 2002 OPEN BOOK FINAL EXAM 3 HOURS

ENGINEERING OF NUCLEAR REACTORS. Fall December 17, 2002 OPEN BOOK FINAL EXAM 3 HOURS 22.312 ENGINEERING OF NUCLEAR REACTORS Fall 2002 December 17, 2002 OPEN BOOK FINAL EXAM 3 HOURS PROBLEM #1 (30 %) Consider a BWR fuel assembly square coolant subchannel with geometry and operating characteristics

More information

Exercise: concepts from chapter 10

Exercise: concepts from chapter 10 Reading:, Ch 10 1) The flow of magma with a viscosity as great as 10 10 Pa s, let alone that of rock with a viscosity of 10 20 Pa s, is difficult to comprehend because our common eperience is with s like

More information

Chapter 9: Solids and Fluids

Chapter 9: Solids and Fluids Chapter 9: Solids and Fluids State of matters: Solid, Liquid, Gas and Plasma. Solids Has definite volume and shape Can be crystalline or amorphous Molecules are held in specific locations by electrical

More information

THE GASEOUS STATE OF MATTER

THE GASEOUS STATE OF MATTER THE GASEOUS STATE OF MATTER The gaseous state of matter is a form of matter in which the particles are in a high state of energy, which causes them to vibrate rapidly, experiencing a strong repulsion among

More information

Chemical Reaction Engineering Prof. Jayant Modak Department of Chemical Engineering Indian Institute of Science, Bangalore

Chemical Reaction Engineering Prof. Jayant Modak Department of Chemical Engineering Indian Institute of Science, Bangalore Chemical Reaction Engineering Prof. Jayant Modak Department of Chemical Engineering Indian Institute of Science, Bangalore Lecture No. # 26 Problem solving : Heterogeneous reactions Friends, in last few

More information

Chapter 9 Solids and Fluids. Elasticity Archimedes Principle Bernoulli s Equation

Chapter 9 Solids and Fluids. Elasticity Archimedes Principle Bernoulli s Equation Chapter 9 Solids and Fluids Elasticity Archimedes Principle Bernoulli s Equation States of Matter Solid Liquid Gas Plasmas Solids: Stress and Strain Stress = Measure of force felt by material Stress= Force

More information

S.No Property Solid Liquid Gas 1 Shape Definite shape Indefinite shape Indefinite shape 2 Volume Definite Volume Definite Volume Indefinite Volume

S.No Property Solid Liquid Gas 1 Shape Definite shape Indefinite shape Indefinite shape 2 Volume Definite Volume Definite Volume Indefinite Volume Thus matter is classified mainly into three categories depending upon its physical state namely solid, liquid and gaseous states. Distinction between three states of matter: S.No Property Solid Liquid

More information

Chapter 12. Static Equilibrium and Elasticity

Chapter 12. Static Equilibrium and Elasticity Chapter 12 Static Equilibrium and Elasticity Static Equilibrium Equilibrium implies that the object moves with both constant velocity and constant angular velocity relative to an observer in an inertial

More information

Physics 3 Summer 1990 Lab 7 - Hydrodynamics

Physics 3 Summer 1990 Lab 7 - Hydrodynamics Physics 3 Summer 1990 Lab 7 - Hydrodynamics Theory Consider an ideal liquid, one which is incompressible and which has no internal friction, flowing through pipe of varying cross section as shown in figure

More information

MECHANICAL PROPERTIES OF MATERIALS

MECHANICAL PROPERTIES OF MATERIALS 1 MECHANICAL PROPERTIES OF MATERIALS Pressure in Solids: Pressure in Liquids: Pressure = force area (P = F A ) 1 Pressure = height density gravity (P = hρg) 2 Deriving Pressure in a Liquid Recall that:

More information

CHAPTER 1 INTRODUCTION

CHAPTER 1 INTRODUCTION CHAPTER 1 INTRODUCTION DEFINITION OF MECHANICS Mechanics may be defined as the physical science which describes and predicts the conditions of rest or motion of bodies under the action of force systems.

More information

2. Modeling of shrinkage during first drying period

2. Modeling of shrinkage during first drying period 2. Modeling of shrinkage during first drying period In this chapter we propose and develop a mathematical model of to describe nonuniform shrinkage of porous medium during drying starting with several

More information

F = m a. t 2. stress = k(x) strain

F = m a. t 2. stress = k(x) strain The Wave Equation Consider a bar made of an elastic material. The bar hangs down vertically from an attachment point = and can vibrate vertically but not horizontally. Since chapter 5 is the chapter on

More information

The CPT in unsaturated soils

The CPT in unsaturated soils The CPT in unsaturated soils Associate Professor Adrian Russell (UNSW) Mr David Reid (Golder Associates) Prof Nasser Khalili (UNSW) Dr Mohammad Pournaghiazar (UNSW) Dr Hongwei Yang (Uni of Hong Kong) Outline

More information

Conceptual Chemistry

Conceptual Chemistry Conceptual Chemistry Objective 1 Describe, at the molecular level, the difference between a gas, liquid, and solid phase. Solids Definite shape Definite volume Particles are vibrating and packed close

More information

Structural Analysis Laboratory. Michael Storaker, Sam Davey and Rhys Witt. JEE 332 Structural Analysis. 4 June 2012.

Structural Analysis Laboratory. Michael Storaker, Sam Davey and Rhys Witt. JEE 332 Structural Analysis. 4 June 2012. Structural Analysis Laboratory Michael Storaker, Sam Davey and Rhys Witt JEE 332 Structural Analysis 4 June 2012 Lecturer/Tutor Shinsuke Matsuarbara 1 Contents Statically Indeterminate Structure Objective...

More information

Hydrogeophysics - Seismics

Hydrogeophysics - Seismics Hydrogeophysics - Seismics Matthias Zillmer EOST-ULP p. 1 Table of contents SH polarized shear waves: Seismic source Case study: porosity of an aquifer Seismic velocities for porous media: The Frenkel-Biot-Gassmann

More information

Geology 229 Engineering Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6)

Geology 229 Engineering Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6) Geology 229 Engineering Geology Lecture 5 Engineering Properties of Rocks (West, Ch. 6) Common mechanic properties: Density; Elastic properties: - elastic modulii Outline of this Lecture 1. Uniaxial rock

More information

PHYS 185 Practice Final Exam Fall You may answer the questions in the space provided here, or if you prefer, on your own notebook paper.

PHYS 185 Practice Final Exam Fall You may answer the questions in the space provided here, or if you prefer, on your own notebook paper. PHYS 185 Practice Final Exam Fall 2013 Name: You may answer the questions in the space provided here, or if you prefer, on your own notebook paper. Short answers 1. 2 points When an object is immersed

More information

Chapter 4: Transient Heat Conduction. Dr Ali Jawarneh Department of Mechanical Engineering Hashemite University

Chapter 4: Transient Heat Conduction. Dr Ali Jawarneh Department of Mechanical Engineering Hashemite University Chapter 4: Transient Heat Conduction Dr Ali Jawarneh Department of Mechanical Engineering Hashemite University Objectives When you finish studying this chapter, you should be able to: Assess when the spatial

More information

Measurements of Turbulent Pressure Under Breaking Waves

Measurements of Turbulent Pressure Under Breaking Waves MEASUREMENTS OF TURBULENT PRESSURE UNDER BREAKING WAVES 33 Measurements of Turbulent Pressure Under Breaking Waves Author: Faculty Sponsor: Department: Christopher Olsen Francis Ting, Ph.D., P.E. Civil

More information

Hydraulic conductivity of granular materials

Hydraulic conductivity of granular materials 3 r d International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Hydraulic conductivity of granular materials Namir K.S.Al-Saoudi Building and construction Eng. Dept.

More information

Gibbs Paradox Solution

Gibbs Paradox Solution Gibbs Paradox Solution James A. Putnam he Gibbs paradox results from analyzing mixing entropy as if it is a type of thermodynamic entropy. It begins with an adiabatic box divided in half by an adiabatic

More information

Pressure Volume Temperature Relationship of Pure Fluids

Pressure Volume Temperature Relationship of Pure Fluids Pressure Volume Temperature Relationship of Pure Fluids Volumetric data of substances are needed to calculate the thermodynamic properties such as internal energy and work, from which the heat requirements

More information

Thermodynamics. Thermo : heat dynamics : motion Thermodynamics is the study of motion of heat. Time and Causality Engines Properties of matter

Thermodynamics. Thermo : heat dynamics : motion Thermodynamics is the study of motion of heat. Time and Causality Engines Properties of matter Thermodynamics Thermo : heat dynamics : motion Thermodynamics is the study of motion of heat. Time and Causality Engines Properties of matter Graeme Ackland Lecture 1: Systems and state variables September

More information

Darcy's Law. Laboratory 2 HWR 531/431

Darcy's Law. Laboratory 2 HWR 531/431 Darcy's Law Laboratory HWR 531/431-1 Introduction In 1856, Henry Darcy, a French hydraulic engineer, published a report in which he described a series of experiments he had performed in an attempt to quantify

More information

Brittle Deformation. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm

Brittle Deformation. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm Lecture 6 Brittle Deformation Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm WW Norton, unless noted otherwise Brittle deformation EarthStructure (2 nd

More information

D1. A normally consolidated clay has the following void ratio e versus effective stress σ relationship obtained in an oedometer test.

D1. A normally consolidated clay has the following void ratio e versus effective stress σ relationship obtained in an oedometer test. (d) COMPRESSIBILITY AND CONSOLIDATION D1. A normally consolidated clay has the following void ratio e versus effective stress σ relationship obtained in an oedometer test. (a) Plot the e - σ curve. (b)

More information