• Title/Summary/Keyword: contact oxidation canal

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Development of Depot Encircled with Oxidation Canal for Water Quality Improvement (수질 개선을 위한 침전산화수로 개발)

  • 김원장;박상현
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.42 no.6
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    • pp.83-89
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    • 2000
  • A depot encircled with contact oxidation canal has been developed to improve water qualityr. The depot is aimed to settle suspended solid in the flow. The oxidation canal is to contact the pollutants and oxygen in the surface of gravel filter to purify the water. The deposit of the pollutant in the depot is released by the drainage culvert located at the bottom of it. Aeration nozzle is installed to supply enough oxygen to the gravel filter layers in the bottom of the detent the flow and improve oxidation efficiency. From the experiment it is founded that 91% of SS, 39% of TN, 63% of TP and 77% of COD were removed in the system. The treatment efficiency of total nitrogen is rather lower than any other components, however, it would be higher when some floating vegetation is added in the primary clarifier. The depot and oxidation canal system would be useful to purify the flows in the mouth of the reservoirs or at the outlet of the drainage canal.

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Water Quality Improvement Using a Contact Oxidation Canal with Sedimentation Basin (침전접촉산화수로를 이용한 수질 개선)

  • Kim, Won-Jang;Park, Sang-Hyun;Kim, Hyung-Joong;Kim, Tae-Kyun
    • Korean Journal of Environmental Agriculture
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    • v.20 no.3
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    • pp.143-149
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    • 2001
  • A contact oxidation canal system with sedimentation basin was installed to study the efficiency of water quality purification. The primary sedimentation basin with 60 min of HRT (Hydraulic Retention Time) included in the system was aimed to sediment pollutants in the water and the deposit being released by the drainage culvert located at the bottom of the system. The oxidation canal aerated by nozzle was to contact the pollutants and oxygen in the surface of plastic filter to purify the water. Discharge, HRT, length of the oxidation canal were $200\;m^3/day$, 90 min, 20 m, respectively. The treatment efficiency of total nitrogen was lower compared with other water quality items such as SS, BOD, TP because the anoxic condition for denitrification was not ensured after the oxidation canal. However, $25%{\sim}89.6%$ of SS, $75.0%{\sim}91.5%$ of BOD, $44.3%{\sim}95.3%$ of TP were removed in this system. Overall, the results indicates that this system appears to have a potential capability for water quality improvement of the reservoirs or the canals in the agricultural watershed.

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