Adsorption of Ammonia and Total Phosphorus in Surface Water Using Zeolite and Activated Carbon: Case Study of Chuat Man Canal, Samut Prakan

Authors

  • Anyarin Pithapakdeesatith Department of Environmental Science, Faculty of Science and Technology, Thammasat University, Pathum Thani 12120, Thailand
  • Natha Hungspreug Department of Environmental Science, Faculty of Science and Technology, Thammasat University, Pathum Thani 12120, Thailand
  • Bundit Anurugsa Department of Environmental Science, Faculty of Science and Technology, Thammasat University, Pathum Thani 12120, Thailand

Keywords:

Zeolite, Activated carbon, Adsorption, Canal, Ammonia, Phosphorus, Surface water

Abstract

Ammonia and phosphorus have been recognized as the cause of eutrophication in surface water. Chuat Man Canal is faced with water quality degradation problem due to the high concentrations of ammonia and total phosphorus in the water body that makesit unsuitable for fish ponds. Removal of ammonia and phosphorus by the adsorption process is simple and not requires chemical use. In addition, ammonia is well adsorbed by activated carbon and zeolite while phosphorus is adsorbed by zeolite. This research used zeolite and activated carbon for the adsorption of ammonia and total phosphorus. The results of laboratory experiments at 30 °C 200 rpm 60 minutes, revealed that adsorption of ammonia using zeolite correlated with Freundlich isotherm (R2 = 0.9031). For ammonia adsorption using activated carbon, it correlated with Langmuir (R2 = 0.9596) and Freundlich (R2 = 0.9113) isotherms, respectively. For field experiment,9 zeolite and activated carbon adsorbent pads with ratio of 1.6:1 by weight were placed across the canal sections. Each pad had 2 openingsand each opening contained its adsorbent volume of 1.0 × 0.015 × 0.6 m3 (width × length × height). The front opening contained 5 kg of activated carbon while the back part contained 8 kg of zeolite. During the study, water flow velocity at surface of water was ranged from 0.022 - 0.027 m/s. Concentration of ammonia in influent and effluent was ranged from 1.755- 8.817 mg/L and 1.473-7.063 mg/L, respectively while that for total phosphorus was ranged from 0.045 - 0.095 mg/L and 0.042 - 0.089 mg/L, respectively. The maximum removal efficiency occurred20 and 43 minutes after installationof the adsorption pads which were6.73% for total phosphorus and 23.17% for ammonia, respectively.

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Published

2017-10-12

How to Cite

Pithapakdeesatith, A., Hungspreug, N., & Anurugsa, B. (2017). Adsorption of Ammonia and Total Phosphorus in Surface Water Using Zeolite and Activated Carbon: Case Study of Chuat Man Canal, Samut Prakan. Science & Technology Asia, 22(3), 8–19. Retrieved from https://ph02.tci-thaijo.org/index.php/SciTechAsia/article/view/102095

Issue

Section

Biological sciences