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Based on the articles above, experiments should yield smaller floc size than experiments without NOM. Based on the capture velocity theory, the effluent turbidity should increase. In addition, not all of the humic acid will be removed from the water, so the effluent water will contain NOM.

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Bibliography

Wei, Jincheng, Gao, Baoyu, Yue, Qinyan, et al. (2009). Comparison of coagulation behavior and floc structure characteristic of different polyferric-cationic polymer dual-coagulants in humic acid solution. Water Research, 43 (3), 724-732 Retrieved October 22, 2009

Sung, Shung-Shuan, Ju, Sheau-Pyng, Hsu, Chien, et al. (2008). Floc Strength Evaluation at Alternative Shearing with Presence of Natural Organic Matters. Drying Technology: An International Journal, 26 (8), 996-1001. Retrieved October 22, 2009, from http://www.informaworld.com/10.1080/07373930802115669Image Removed

Lee, Sangyun A., Fane, Anthony G., Waite, T. David. (2005) Impact of Natural Organic Matter on Floc Size and Structure Effects in Membrane Filtration. Environmental Science & Technology, 39 (17), 6477-6486 Retrieved September 24, 2009