(全英文)水处理课件——过滤

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.01 .1 1 5 10 50 90 95 99 99.9 99.99

0.1 1

10

Percent of Media with Smaller Diameter

Naturally Occurring Sand Processed Filter Sand

20 30 70 80 P a r t i c l e D i a m e t e r , m m Size Distribution of Typical Naturally Occurring and Processed Filter Sand

Figure by MIT OCW.

Adapted from: MWH, J. C. Crittenden, R. R. Trussell, D. W. Hand, K. J. Howe, and G. Tchobanoglous.Water Treatment: Principles and Design . 2nd ed. Hoboken, NJ: John Wiley & Sons, 2005, p. 881.

Typical properties of filter media used in rapid filters*

PROPERTY UNIT GARNET LLMENITE SAND ANTHRACITE GAC Effective Size, ES mm 0.2 - 0.4 0.2 - 0.4 0.4 - 0.8 0.8 - 2.0 0.8 - 2.0 Uniformity Coefficient,

UC UC 1.3 - 1.7 1.3 - 1.7 1.3 - 1.7 1.3 - 1.7 1.3 - 2.4 Density, �� g/mL 3.6 - 4.2 4.5 - 5.0 2.65 1.4 - 1.8 1.3 - 1.7

Porosity, � % 45 - 58 Not available 40 - 43 47 - 52 Not

available Hardness Moh 6.5 -7.5 5.6 7 2 - 3 Low

* = Not Available

Figure by MIT OCW.

Adapted from: MWH, J. C. Crittenden, R. R. Trussell, D. W. Hand, K. J. Howe, and G. Tchobanoglous. Water Treatment: Principles and Design. 2nd ed. Hoboken, NJ: John Wiley & Sons, 2005, p. 882.

Figure by MIT OCW.

Adapted from: Binnie, C., M. Kimber, and G. Smethurst. Basic Water Treatment. 3rd ed. Cambridge, UK: Royal Society of Chemistry, 2002.

100

10-1

10-2

10-3 10-4 10-5

10-6

10-8 10-7 10-6 10-5 10-4

Sedimentation �� = 2650 kg/m 3

Sedimentation �� = 1050 kg/m 3

Sum 2 Sum 1

Interception

c = 0.5 mm, v = 5 m/h, o C)

Particle Diameter, m

Diffusion

Influence of Particle Size and Density on Filtration Transport Efficiency (d and T = 25T r a n s p o r t E f f i c i e n c y Figure by MIT OCW.

Adapted from: MWH, J. C. Crittenden, R. R. Trussell, D. W. Hand, K. J. Howe, and G. Tchobanoglous.Water Treatment: Principles and Design . 2nd ed. Hoboken, NJ: John Wiley & Sons, 2005, p. 912.

Figure by MIT OCW. Adapted from: Yao, K.-M., M. T. Habibian, and C. R. O'Melia. "Water and Waste Water Filtration: Concepts and Applications." Environmental Science & Technology 5, no. 11 (November 1971): 1105-1112.

Figure by MIT OCW.

Adapted from: O'Melia, C. R., and J. Y. Shin. Removal of particles using dual media filtration: modeling and experimental studies." Water Science and Technology: Water Supply 1, no. 4, (2001): 73-79.

Figure by MIT OCW.

Adapted from: Binnie, C., M. Kimber, and G. Smethurst. Basic Water Treatment. 3rd ed. Cambridge, UK: Royal Society of Chemistry, 2002.

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