Abstract:
PURPOSE: A combined sewer overflow processing apparatus and method are provided to efficiently process and separately store high-concentration overflow water in the initial rainfall and discharge the processed overflow water after the conclusion of the rainfall. CONSTITUTION: A combined sewer overflow processing apparatus comprises a center separation channel(210), a high-concentration overflow water storage tank(220), and a low-concentration overflow water storage tank(230). The center separation channel, comprising a high-concentration overflow water inlet(211) and a low-concentration overflow water inlet(212), transfers overflow water drawn into an intake conduit. The high-concentration overflow water storage tank separates the high-concentration overflow water, which is drawn into the high-concentration overflow water inlet, into high-quality water and sludge. The low-concentration overflow water storage tank receives and separates the low-concentration overflow water, which is drawn into the low-concentration overflow water inlet, and the high-quality water, which is drawn into a high-quality water overflow port(223), and separates the water into liquid and solid.
Abstract:
본 발명은 2,4-톨루엔 디이소시아네트; 및 알코올기 및 카르복시기가 포함된 산을 반응시키는 단계를 포함하는 카르복시 기능기가 도입된 변형 폴리우레탄을 합성하는 방법, 이를 통해 합성된 변형 폴리우레탄 및 이를 이용한 하수 처리수의 재이용을 위한 방법에 관한 것이다. 본 발명에 따르면, 카르복시 기능기가 도입된 폴리우레탄의 신규한 합성 방법을 제공할 수 있고, 이를 통해 합성된 변형 폴리우레탄은 하수 처리수의 재이용을 위해 투입된 무기 응집제의 잔류물인 다가 양이온을 흡착시켜 제거하는데 사용될 수 있는 바, 다가 양이온의 외부 방류를 방지할 수 있을 뿐 아니라, 하수 처리수를 효율적으로 재이용할 수 있다. 카르복시 기능기, 폴리우레탄, 다가 양이온
Abstract:
PURPOSE: A submerged membrane coupled activated sludge system using intermittent aeration for simultaneous removal of nitrogen and phosphorus is provided. CONSTITUTION: The operation of anoxic process includes inflow of sewage/wastewater into an anoxic/anaerobic tank(2) continuously; recycling wastewater of an aeration tank(5) into the anoxic/anaerobic tank for anoxic condition; denitrification of recycled nitrite using organics of raw sewage/wastewater as carbon source; nitrification and organics decomposition in the aeration tank; and discharging treated water by the submerged membrane(6). Also, the operation of anaerobic process includes inflow of sewage/wastewater into the anoxic/anaerobic tank continuously; stop recycling wastewater of an aeration tank into the anoxic/anaerobic tank for anaerobic condition; phosphorus release using organics of raw sewage/wastewater as carbon source; phosphorus luxury uptake and nitrification in the aeration tank; discharging treated water by the submerged membrane; and discharging sludge for removing phosphorus.
Abstract:
PURPOSE: Provided are ground water in-situ and out-site treatment methods for removing nitrates in ground water or river water filtrate using a permeable reactive wall, a reaction tank and a packed column containing autotrophic sulfur oxidizing microorganism therein. CONSTITUTION: The in-situ method comprises the steps of (a) preparing permeable reactive wall using sulfur oxidizing microorganism or sulfur powder fixing the sulfur oxidizing microorganism thereto, (b) installing the permeable reactive wall in the middle of ground water passage way, and (c) purifying ground water polluted with nitrates by passing the polluted ground water through the permeable reactive wall.
Abstract:
PURPOSE: A sludge reduction and recycle system using ozone which can reduce the producing amount of sludge by decomposing and solubilizing sludge with ozone treatment is provided. CONSTITUTION: The system comprises an ozone generator which generates ozone gas for treating sludge; an ozone treatment tank(22) which has an ozone contact equipment that makes sludge comes into contact with ozone gas; a thickener(23) which settles sludge after concentration; and a dehydrator(24) which dehydrates settled sludge.