By American Water Works Association.; American National Standards Institute
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1978. Removal of Dichloramine and Ammonia by Granular Carbon. Journal Water Pollution Control Federation, 50:122–133. KIWA–AWWARF. 1983. Activated Carbon in Drinking Water Technology. : AWWA Research Foundation. U. 2006. Surface Chemistry Effects in Activated Carbon Adsorption of Industrial Pollutants. In Interface Science in Drinking Water Treatment. Vol. 10 (Interface Science and Technology), G. Newcombe and D. Dixon, eds. Amsterdam, Netherlands: Elsevier. U. et al. 2003. Effects of Activated Carbon Characteristics on Organic Contaminant Removal.
McGraw-Hill. , and F. Ellerbusch. 1978. Carbon Adsorption Handbook. : Ann Arbor Science Publishers Inc. M. W. Lykins, Jr. 1989. Granular Activated Carbon. : Lewis Publishers. W. Hand, H. W. Lykins Jr. 1987. Design Considerations for GAC Treatment of Organic Chemicals. Journal AWWA, 79(1):74–82. J. W. Hand, and G. Friedman. 1987. Prediction of Fixed-Bed Adsorber Removal of Organics in Unknown Mixtures. Journal of Environmental Engineering—ASCE, 113(3):486–498. , et al. 1989. Prediction of GAC Performance Using Rapid Small Scale Column Tests.
Copyright © 2012 American Water Works Association. All Rights Reserved. 32 AWWA B604-12 a. 5 mL (this will correspond to concentrations of 25, 50, 100, and 150 mg/L, respectively). Dilute to the mark with pH 7 buffer solution. b. Zero the spectrophotometer with DI or MilliQ water. Measure the absorbance of each sample including the buffer solution alone, which corresponds to “0” for the calibration curve. c. Plot absorbance vs. concentration to obtain the calibration curve. (Calibration curve can be a graph paper plot or a spreadsheet can be used to manipulate the data).