Page 360 - Water and wastewater engineering

ION EXCHANGE 8-29

12
10
8
C, meq/L 6
4
2
0
0 1 2 3 4 5 6 7 8
3
Volume, m
(a)
6
5
C, meq/L 4 3

2
1
0
0 1 2 3 4 5 6
Volume, m 3
(b)

8-9 REFERENCES
Brown, C. J. (1998) “Ion Exchange,” in H. M. Freeman (ed.) Standard Handbook of Hazardous Waste
Treatment and Disposal, McGraw-Hill, New York, pp. 6.57–6.85.
Clifford, D. A. (1999) “Ion Exchange and Inorganic Adsorption,” in R. D. Letterman (ed.) Water Quality
and Treatment, 5th ed., American Water Works Association, McGraw-Hill, New York, pp. 9.1–9.91.
GLUMRB (2003) Recommended Standards for Water Works, Great Lakes–Upper Mississippi River
Board of State and Provincial Public Health and Environmental Managers, Health Education
Services, Albany, New York, pp. 35–38, 66–80.
Gottlieb, M. C. (2005) “Ion Exchange Applications in Water Treatment,” in E. E. Baruth (ed.), Water
Treatment Plant Design, McGraw-Hill, New York, pp. 12.1–12.61.
Helfferich, F. (1962) Ion Exchange, McGraw-Hill, New York.
MWH (2005) Water Treatment: Principles and Design, John Wiley & Sons, Hoboken, New Jersey,
pp. 957, 1371, 1403, 1431, 1445, 1472, 1564.
Reynolds, T. D. and P. A. Richards (1996) Unit Operations and Processes in Environmental Engineering,
PWS Publishing, Boston, pp. 379–380.
Treybal, R. E. (1968) Mass Transfer Operations, McGraw-Hill, New York, pp. 253, 535.
U.S. EPA (1981) Development Document for Effluent Limitations: Guideline and Standards for the
Metal Finishing Point Source Category, U.S. Environmental Protection Agency Publication no.
EPA/440/1-83-091, Washington, D.C.