• Title/Summary/Keyword: Hybrid turbidity reduction system

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Biodegradable Check Dam and Synthetic Polymer, its Experimental Evaluation for Turbidity Control of Agricultural Drainage Water

  • Kim, Minyoung;Kim, Seounghee;Kim, Jinoh;Lee, Sangbong;Kim, Youngjin;Cho, Yongho
    • Korean Journal of Soil Science and Fertilizer
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    • v.46 no.6
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    • pp.458-462
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    • 2013
  • A drainage ditch is normally a component of drainage networks in farming systems to remove surplus water, but at the same time, it may act as a major conduit of agricultural nonpoint source pollutions such as sediment, nitrogen, phosphorus, and so on. The hybrid turbidity reduction system using biodegradable check dam and synthetic polymer was developed in this study to manage pollutant discharge from agricultural farmlands during rainfall events and/or irrigation periods. The performance of this hybrid system was assessed using a laboratory open channel sized in 10m-length and 0.2m-width. Various check dams using agricultural byproducts (e.g., rice straw, rice husks, coconut fiber and a mixture of rice husks and coconut fiber) were tested and additional physical factors (e.g., channel slope, flowrate, PAM dosage, turbidity level, etc.) affecting on turbidity reduction were applied to assess their performance. A series of lab experiments clearly showed that the hybrid turbidity reduction system could play a significant role as a supplementary of Best Management Practice (BMP). Moreover, the findings of this study could facilitate to develop an advanced BMP for minimizing nonpoint source pollution from agricultural farmlands and ultimately to achieve the sustainable agriculture.

Effect of Coagulation in Coagulation/Ultrafiltration Hybrid System in Water Treatment Process (정수처리용 응집.한외여과 혼성공정에서 응집 효과에 관한 연구)

  • Moon, Seong-Yong;Lee, Sang-Hyub;Kim, Seung-Hyun;Yoon, Cho-Hee
    • Journal of Korean Society of Environmental Engineers
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    • v.27 no.8
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    • pp.837-843
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    • 2005
  • Coagulation influence was evaluated as the pretreatment for ultrafiltration. Coagulation was expected to improve water quality, reduce membrane fouling and increase backwash effect. Continuous operation of UF was employed in order to investigate the influence of coagulation. Alum, PACS and Ferric chloride were used as coagulants separately. From the result of the research, coagulation can improve the treated water quality greatly. Organic removal was increased more than turbidity and showed an improvement of 30.6% at most. All three coagulants presented conspicuous reduction of membrane fouling, among which PACS was the most effective with long term run. Backwash effect differed with different coagulants while Ferric chloride turned out to be the most effective one. The optimum dosage of coagulant resulted in the highest backwash efficiency.