懸浮液穩定性的散光原理量測方法

  

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This project is proposed in order to develop a measuring technique for monitoring the stability of suspensions. A He-Ne laser is used as light source and a technique associated with the use of light scattering and extinction measurements is considered. By processing the measured signal we can analyze the physical phenomena of the suspension. Both measuring theory and experimental set-up are built. With the technique, specific suspension of nano-particles is tested and correlations be made for analyzing the effect of optical arrangements in experimentals. Besides, the sedimentation process is investigated. The analysis includes the measurements of settling of particles and also measurements of the variations of both concentration and particle-size distributions with time.

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13. James V. Beck and Kenneth J. Arnold, Parameter Estimation in Engineering and Science, John Wiley&Sons, New York, pp.340-345, 1977.

14. 3456, “%&€L”, 789g:;, pp.96-97, 1990. 15. b<, &e45(ä), $rÙ, = 20 > 2 ?, pp.6-20, 1998.





ˆ îA ˆº ‰_)ŠäcA 0.00 200.00 400.00 600.00 Time (min) (a) H=0mm 0.70 0.80 0.90 1.00 Tran smit tance (100 % ) 0.00 200.00 400.00 600.00 Time (min) (b) H=9mm 0.70 0.80 0.90 1.00 Tran smit tance (100 %) 0.00 200.00 400.00 600.00 Time (min) (c) H=18mm 0.70 0.80 0.90 1.00 Tran smi ttanc e (1 00% ) 0.00 200.00 400.00 600.00 Time (min) (d) H=27mm 0.70 0.80 0.90 1.00 Tran smit tance (100 % ) 0.00 200.00 400.00 600.00 Time (min) (e) H=36mm 0.70 0.80 0.90 1.00 Tran smit tance (100 %) 0.00 200.00 400.00 600.00 Time (min) (f) H=45mm 0.70 0.80 0.90 1.00 Tran smit tance (100 %) ˆ] ,&¬hef\89& 0.00 200.00 400.00 600.00 Time (min) (a) H=0mm 2.9680E-6 2.9720E-6 2.9760E-6 2.9800E-6 2.9840E-6 Pow er ra tio 0.00 200.00 400.00 600.00 Time (min) (b) H=9mm 2.8880E-6 2.8920E-6 2.8960E-6 2.9000E-6 Pow er ra tio 0.00 200.00 400.00 600.00 Time (min) (c) H=18mm 2.9680E-6 2.9720E-6 2.9760E-6 2.9800E-6 2.9840E-6 Pow er ra tio 0.00 200.00 400.00 600.00 Time (min) (d) H=27mm 2.9160E-6 2.9200E-6 2.9240E-6 2.9280E-6 2.9320E-6 Pow er ra tio 0.00 200.00 400.00 600.00 Time (min) (e) H=36mm 2.9600E-6 2.9640E-6 2.9680E-6 2.9720E-6 2.9760E-6 Pow er ra tio 0.00 200.00 400.00 600.00 Time (min) (f) H=45mm 2.9500E-6 2.9520E-6 2.9540E-6 2.9560E-6 2.9580E-6 2.9600E-6 Pow er ra tio ˆÜ ,&¬hef\K&i 0.00 200.00 400.00 600.00 Time (min) (a) H=0mm 0.70 0.80 0.90 1.00 Tran smit tance (100 %) 0.00 200.00 400.00 600.00 Time (min) (b) H=9mm 0.70 0.80 0.90 1.00 Tran smit tance (100 %) 0.00 200.00 400.00 600.00 Time (min) (c) H=18mm 0.70 0.80 0.90 1.00 Tran smit tance (100 %) 0.00 200.00 400.00 600.00 Time (min) (d) H=27mm 0.70 0.80 0.90 1.00 Tran smit tance (100 %) 0.00 200.00 400.00 600.00 Time (min) (e) H=36mm 0.70 0.80 0.90 1.00 Tran smit tance (100 %) 0.00 200.00 400.00 600.00 Time (min) (f) H=45mm 0.70 0.80 0.90 1.00 Tran smi ttanc e (1 00% ) ˆ‡ ,&¬hd\89& 0.00 200.00 400.00 600.00 Time (min) (a) H=0mm 2.6880E-6 2.6920E-6 2.6960E-6 2.7000E-6 2.7040E-6 2.7080E-6 Pow er ra tio 0.00 200.00 400.00 600.00 Time (min) (b) H=9mm 2.7160E-6 2.7200E-6 2.7240E-6 2.7280E-6 2.7320E-6 2.7360E-6 Pow er ra tio 0.00 200.00 400.00 600.00 Time (min) (c) H=18mm 2.6840E-6 2.6880E-6 2.6920E-6 2.6960E-6 2.7000E-6 2.7040E-6 Pow er ra tio 0.00 200.00 400.00 600.00 Time (min) (d) H=27mm 2.6960E-6 2.7000E-6 2.7040E-6 2.7080E-6 2.7120E-6 Pow er ra tio 0.00 200.00 400.00 600.00 Time (min) (e) H=36mm 2.7240E-6 2.7280E-6 2.7320E-6 2.7360E-6 2.7400E-6 Pow er ra tio 0.00 200.00 400.00 600.00 Time (min) (f) H=45mm 2.8280E-6 2.8320E-6 2.8360E-6 2.8400E-6 2.8440E-6 2.8480E-6 Pow er ra tio ˆØ ,&¬hd\K&i 0.00 100.00 200.00 300.00 400.00 Time (min) 2.8400E-6 2.8600E-6 2.8800E-6 2.9000E-6 Po we r r at io ¯Â¤ô Äa¯B² G ˆí……,cdÇbˆ… 0.00 200.00 400.00 600.00 Time (min) (a) H=0mm 0.00E+0 4.00E+12 8.00E+12 1.20E+13 1.60E+13 2.00E+13 Con centr ation (1/m m3) 0.00 200.00 400.00 600.00 Time (min) (b) H=9mm 0.00E+0 4.00E+12 8.00E+12 1.20E+13 1.60E+13 2.00E+13 Con centr ation (1/m m3) 0.00 200.00 400.00 600.00 Time (min) (c) H=18mm 0.00E+0 4.00E+12 8.00E+12 1.20E+13 1.60E+13 2.00E+13 Con centr ation (1/m m3) 0.00 200.00 400.00 600.00 Time (min) (d) H=27mm 0.00E+0 4.00E+12 8.00E+12 1.20E+13 1.60E+13 2.00E+13 Con centr ation (1/m m3) 0.00 200.00 400.00 600.00 Time (min) (e) H=36mm 4.00E+12 8.00E+12 1.20E+13 1.60E+13 2.00E+13 Con centr ation (1/m m3) 0.00 200.00 400.00 600.00 Time (min) (f) H=45mm 4.00E+12 8.00E+12 1.20E+13 1.60E+13 2.00E+13 2.40E+13 Con centr ation (1/m m3) ˆõ ,ef\kQgJ3&¬ba 0.00 200.00 400.00 600.00 Time (min) (a) H=0mm 0.00E+0 2.00E+12 4.00E+12 6.00E+12 8.00E+12 Co ncen trati on (1 /mm3 ) 0.00 200.00 400.00 600.00 Time (min) (b) H=9mm 0.00E+0 2.00E+12 4.00E+12 6.00E+12 8.00E+12 1.00E+13 Co ncen trati on (1 /mm3 ) 0.00 200.00 400.00 600.00 Time (min) (c) H=18mm 0.00E+0 2.00E+12 4.00E+12 6.00E+12 8.00E+12 1.00E+13 Co ncen trati on (1 /mm3 ) 0.00 200.00 400.00 600.00 Time (min) (d) H=27mm 0.00E+0 2.00E+12 4.00E+12 6.00E+12 8.00E+12 Co ncen trati on (1 /mm3 ) 0.00 200.00 400.00 600.00 Time (min) (e) H=36mm 0.00E+0 2.00E+12 4.00E+12 6.00E+12 8.00E+12 Co ncen trati on (1 /mm3 ) 0.00 200.00 400.00 600.00 Time (min) (f) H=45mm 0.00E+0 2.00E+12 4.00E+12 6.00E+12 8.00E+12 Co ncen trati on (1 /mm3 ) ˆö ,d\kQgJ3&¬ba 0.00 200.00 400.00 600.00 Time (min) (a) H=0mm 0.000 0.010 0.020 0.030 Velo city ( mm/m in) 0.00 200.00 400.00 600.00 Time (min) (b) H=9mm 0.000 0.010 0.020 0.030 0.040 Velo city ( mm/m in) 0.00 200.00 400.00 600.00 Time (min) (c) H= 18mm 0.000 0.010 0.020 0.030 Velo city ( mm/m in) 0.00 200.00 400.00 600.00 Time (min) (d) H=27mm 0.000 0.010 0.020 0.030 0.040 Velo city ( m m/m in) 0.00 200.00 400.00 600.00 Time (min) (e) H=36mm 0.000 0.005 0.010 0.015 0.020 0.025 Velo city ( m m/m in) 0.00 200.00 400.00 600.00 Time (min) (f) H=45mm 0.000 0.005 0.010 0.015 0.020 0.025 Velo city ( m m/m in) ˆú ,ef\@_`a

0.00 200.00 400.00 600.00 Time (min) (a) H=0mm 0.000 0.010 0.020 0.030 0.040 0.050 Velo city ( mm/m in) 0.00 200.00 400.00 600.00 Time (min) (b) H=9mm 0.000 0.010 0.020 0.030 0.040 Velo city ( mm/m in) 0.00 200.00 400.00 600.00 Time (min) (c) H= 18mm 0.000 0.010 0.020 0.030 Velo city ( mm/m in) 0.00 200.00 400.00 600.00 Time (min) (d) H=27mm 0.000 0.010 0.020 0.030 Velo city ( mm/m in) 0.00 200.00 400.00 600.00 Time (min) (e) H=36mm 0.000 0.005 0.010 0.015 0.020 0.025 Velo city ( mm/m in) 0.00 200.00 400.00 600.00 Time (min) (f) H=45mm 0.000 0.005 0.010 0.015 0.020 0.025 Velo city ( mm/m in) ˆú ,d\@_`a 0.00 100.00 200.00 300.00 400.00 Time (min) (a) H=0mm 0.84 0.88 0.92 0.96 1.00 Tran smit tance (100 %) 0.00 100.00 200.00 300.00 400.00 Time (min) (b) H=9mm 0.84 0.88 0.92 0.96 1.00 Tran smit tance (100 %) 0.00 100.00 200.00 300.00 400.00 Time (min) (c) H=18mm 0.84 0.88 0.92 0.96 1.00 Tran smit tance (100 %) 0.00 100.00 200.00 300.00 400.00 Time (min) (d) H=27mm 0.84 0.88 0.92 0.96 1.00 Tran smit tance (100 %) 0.00 100.00 200.00 300.00 400.00 Time (min) (e) H=36mm 0.84 0.88 0.92 0.96 1.00 Tran smit tance (100 %) 0.00 100.00 200.00 300.00 400.00 Time (min) (f) H=45mm 0.84 0.88 0.92 0.96 1.00 Tran smit tance (100 %) ˆúº ,&¬hd\89& 0.00 100.00 200.00 300.00 400.00 Time (min) (a) H=0mm 3.7110E-6 3.7120E-6 3.7130E-6 3.7140E-6 3.7150E-6 Pow er ra tio 0.00 100.00 200.00 300.00 400.00 Time (min) (b) H=9mm 3.6980E-6 3.6990E-6 3.7000E-6 3.7010E-6 3.7020E-6 P ower r atio 0.00 100.00 200.00 300.00 400.00 Time (min) (c) H=18mm 3.6760E-6 3.6770E-6 3.6780E-6 3.6790E-6 3.6800E-6 3.6810E-6 Pow er ra tio 0.00 100.00 200.00 300.00 400.00 Time (min) (d) H=27mm 3.6760E-6 3.6780E-6 3.6800E-6 Pow er ra tio 0.00 100.00 200.00 300.00 400.00 Time (min) (e) H=36mm 3.7060E-6 3.7070E-6 3.7080E-6 3.7090E-6 3.7100E-6 Pow er ra tio 0.00 100.00 200.00 300.00 400.00 Time (min) (f) H=45mm 3.7260E-6 3.7270E-6 3.7280E-6 3.7290E-6 3.7300E-6 P ower r atio ˆú] ,&¬hd\K& 0.00 100.00 200.00 300.00 400.00 Time (min) (a) H=0mm 0.00E+0 1.00E+12 2.00E+12 3.00E+12 4.00E+12 Co ncen tratio on (1 /mm 3) 0.00 100.00 200.00 300.00 400.00 Time (min) (b) H=9mm 0.00E+0 1.00E+12 2.00E+12 3.00E+12 4.00E+12 Co ncen tratio on (1 /mm 3) 0.00 100.00 200.00 300.00 400.00 Time (min) (b) H=18mm 1.00E+12 2.00E+12 3.00E+12 4.00E+12 Co ncen tratio on (1 /mm 3) 0.00 100.00 200.00 300.00 400.00 Time (min) (b) H=27mm 0.00E+0 1.00E+12 2.00E+12 3.00E+12 4.00E+12 Co ncen tratio on (1 /mm 3) 0.00 100.00 200.00 300.00 400.00 Time (min) (b) H=36mm 0.00E+0 1.00E+12 2.00E+12 3.00E+12 4.00E+12 Co ncen tratio on (1 /mm 3) 0.00 100.00 200.00 300.00 400.00 Time (min) (b) H=45mm 0.00E+0 1.00E+12 2.00E+12 3.00E+12 4.00E+12 Co ncen tratio on (1 /mm 3) ˆúÜ ,d\kQgJ3&¬ba 0.00 4.00 8.00 12.00 16.00 20.00 Time (min) (a) H=0mm 0.00E+0 1.00E-3 2.00E-3 3.00E-3 4.00E-3 Velo city ( m m/m in) 0.00 4.00 8.00 12.00 16.00 20.00 Time (min) (a) H=9mm 0.00E+0 1.00E-3 2.00E-3 3.00E-3 4.00E-3 Velo city ( m m/m in) 0.00 4.00 8.00 12.00 16.00 20.00 Time (min) (a) H=18mm 0.00E+0 1.00E-3 2.00E-3 3.00E-3 4.00E-3 Velo city ( m m/m in) 0.00 4.00 8.00 12.00 16.00 20.00 Time (min) (a) H=27mm 0.00E+0 1.00E-3 2.00E-3 3.00E-3 4.00E-3 Velo city ( m m/m in) 0.00 4.00 8.00 12.00 16.00 20.00 Time (min) (a) H=36mm 0.00E+0 1.00E-3 2.00E-3 3.00E-3 4.00E-3 Velo city ( m m/m in) 0.00 4.00 8.00 12.00 16.00 20.00 Time (min) (a) H=45mm 0.00E+0 1.00E-3 2.00E-3 3.00E-3 4.00E-3 Velo city ( m m/m in) ˆú‡ ,d\@_`a #(-BkgJ3&¬baK&¬Àe
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